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493 Red Rose Ln 17-2365 (a)
THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 150 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY LOT 305 - THORNBROOKE 40's PRESTON - 1989 - ELEV. "C" GARAGE RIGHT TAYLOR MORRISON 06-14-1.1 CREATED LOT 5PECIFIC PLAN FOR LOT 305. IN THORNBROOKE 466, ELEVATION "C" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: (5) CEILING FAN PRE -WIRE, EXTERIOR G,F.I.OUTLET, (2) CAT 6 HIGH SPEED DATA OUTL.ET5, CALIFORNIA COUNTERTOP, RADIANT BARRIER, INJECTION MASONRY FOAM AND R 3a IN5ULATION 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 3C1 -FRONT ELEVATION 3C2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3C3 -FLASHING DETAILS 3C4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN UCORD COPY nEVIEWED (� OR CODE COMPLIANCE PLANS EXAMINER Q R 11..4.. -- DATE' pNFpRD E3UILP_1NG Qj)L _ON 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 REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COiV FACTION 'TEST REQUIRED .Results to be Verified at Slab Inspection gviLorNG SANFORD �croq RTM��a #17-2365 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F,B.C,R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE65 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH RB.C.R. - 5TH EDITION 72014) 8102.3.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH EDITION (2014) 8103,6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH it GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B,C.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) 8103:6.2,1 WEEP 5CREED6 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE516TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R, 5TH EDITION (2014) R103.6.3 WATER RE615TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, 5TUCCO APPLICATION AND CURING PER F.B.C.R, 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4,4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORR051ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORRO51ON•RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION ASPHALT 5HINGLE5 (IF APPLICABLE); I. WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R905.2.6.1, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL 1N 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R30U.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER RB.C:R - 5TH EDITION (2014) 8905,3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, CLA65 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE); 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED 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 SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A$ BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS, IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF D0%6POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN16HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2, MECHANICAL APPLIANCES SHALL BE ACCE6515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE: 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 1`11411.3. EXHAUST FANS AND VENTING. 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 3$ FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5006TER FAN 15 INSTALLED AND NOT READILY ACCE5615LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TD WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 165UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 09-29-2016 JOB NUMBER 27002.226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED 11191111®®® 6� �® 000® SO DAVIS BEWS DESIGN GROVP '• 150 STATE ST LEFT EAST OLDWAR, FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA 4PA • OENVER- x 0 _ U � J"00 ®off m 0 'A C I` SII C30Y .U_! ; i w N PR L6 . O aJL 00 �� 05% 0 C°o E LL �rn 60 roh a zN2°a 00 0 JOB NUMBER 27002.226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED CD 0 U r:. ®®®%ol 11191111®®® 6� �® 000® SO DAVIS BEWS DESIGN GROVP '• 150 STATE ST LEFT EAST OLDWAR, FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA 4PA • OENVER- EST. 1994 F� CD 0 U r:. ®®®%ol 11191111®®® 6� �® 000® SO '• m ®C', 0 ®'s ®LdICr_'Q� ®off m ®•® PR a 00 0 co (C ci 9 •TI TLE • COVER SHEET GENERAL NOTES • SHEET • F F m Y-6`6-6` x3-6 A/C PAD (5EE MECH. ICONTRACTOR I IFOR LOC) L._-T7J 8._2.. l r ELEVATION (-) 0'-4" 94°x341 CONC. PAD C[� PAVER DRIVE/LEAD WALK AA 3C2 5'-4 1'4'2'41' 81.8" 21'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 * * * * * * G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * SLAB INTERFACE PLAN GARAGE RIGH1 X 0 w I I/2" RECE55 FOR 56,1), r 0 00100 4 P.V.G. 0 _j 'w V/ Ac�� //lilt l 1 W HB. 3/4" P.V.C. L. 6 o a LL • z 00 10 CONDENSATION V) w 0 C0 E _ LLy �C4 DRAIN BY PLUMBER cc � 0;: C4 J _ (D ro r. O q Z N Lr) �! >= e co ca N N 1 W.C. REFERENCE "' SH011JER TILE RECESS SEAT OIL ELEVATION 2' 0° ABV. (+) 0'-0" ELEVATION 4" P.V.C. AIR HANDLER x F — —1 F — — 1 2x6LINE5 FROM OPT, I I OPT. I WALL `V UPPER FLOOR LWASHER J LDRYER 6'-7" 3/4" P.V.C.-' (�� CONDENSATION ��� ' M DRAIN BY / SUNKJ PLUMBER I814" PROVIDE WATER LINE FOR ICE MAKER II \ TO OF REF. 3/4" RECE55 a' Ln n, FOR ENTRY DR. ELEVATION `C% IR -� I tz .�/ 'V' U eir 2'-8" V-1" 2'-91/2" 3'-51/2" I 9'-0" 8" ELEVATION PAVERS O 0'-4" zl I I 1 I I ---------------- --------------------------------- -----_ -------------- ELEVATION ELEVATION I (•) 0'-6" I I � , «, 11/2" RECE55 FOR GAR. DR. a, a, PAVER DRIVE/LEAD WALK AA 3C2 5'-4 1'4'2'41' 81.8" 21'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 * * * * * * G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * SLAB INTERFACE PLAN GARAGE RIGH1 • JOB NUMBER 27002.226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED X 0 w 150 STATE STRF..1-T EAST OLDSMAR, FLORIDA 34677 13.925.1300 TEL 925.1800 FAX r 0 00100 0O 0 _j 'w V/ Ac�� //lilt l 1 W sw L N r >>.�N L. 6 o a LL • z 00 10 V) w 0 C0 E _ LLy �C4 0 cc � 0;: C4 J _ (D ro r. O q Z N Lr) �! >= • JOB NUMBER 27002.226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED 1989 •TI TLE • SLAB INTERFACE PLAN • SHEET • I®®®.,® 3 • O 0° .. ve• �c) uj a: cl m Go. - 00 a Z fa ¢x C; ca DAVIS BEWS DESIGN GPOVP 150 STATE STRF..1-T EAST OLDSMAR, FLORIDA 34677 13.925.1300 TEL 925.1800 FAX .DAVISHMSCOM A • nENVER. ESST.1994 r a V•° //lilt l 1 W i� z 0 V) 0 1 Lr) 0 >= 1989 •TI TLE • SLAB INTERFACE PLAN • SHEET • I®®®.,® 3 • O 0° .. ve• �c) uj a: cl m Go. - 00 a Z fa ¢x C; ca REFER TO SHEET 2A2 3' 611x3-61' A/C IPAD (5EE MEG I. FOR MAIN FLOOR ICONTRACTOR I PLAN DIMEN51ON5 3 26 5H. LOC.) I LAY. L HD. AT 8'-0" WINDOW WIDTHS * EGRE55 Q� TEMP. GL. ENCL- ON 42" H. LOW WALL 5EE TU5/6NOUlER-- DETAIL5 HAN5EN Box 8" 5OFFIT _____ -- ABOVE 2.8* -8 PED. I ARCH FROM--\ LAY. V-411 81-011 TO 8'-811 WINDOW WIDTHS CLG. — TOTAL 5Q, FT. D ti PWDR n m �ko TEXTURED FOAM BANDING (TYP.) Y/ (5EE ELEVATION) FLUSH FRAME 12 5H 1/2 32 5H 22 5H 32 5H TO FURRING z� ENTRY � rj.� 9'-4" PLT. HT. d � ,� �i I PAVERS 0 -jC Q T.OM. ARCHED HEADER p1-411 (5EE ELEVATION) T.O.M. m h 91.411 51" A.F.F. 14 5H LINE OF 24 5H DRY5TACK G.C. VERIFY LEDGESTONE RADIANT BARRIER (TYPJ G.C. VERIFY REFER TO SHEET 2A2 R 38 INSULATION FOR MAIN FLOOR PLAN DIMEN51ON5 G.G. VERIFY INJECTION MA50NRY FOAM z63" T.O.M. V-411 AFF, N a TRU55E5 ATTIC ACCESS DETAIL 5CALE: 1/2" -- 1'-0" ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). HATCHING LEGEND INSULATE WALL MAIN FLOOR 115-15.1=, TYPICAL MASONRY 832 5.F. TOTAL LIVING WINDOW SCHEDULE GARAGE 4515.F, WINDOW WIDTHS 7.4 S.F. TOTAL 5Q, FT. 251.5,F, 20 53" H WINDOW CALL -OUTS Y/ co 26" 12 5H 1/2 32 5H 22 5H 32 5H W z� 00 � rj.� = 39" 9 13 5H 1/2 33 5H 23 5H 33 5H 0 -jC Q J o 6 m h 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z63" o 15 5H 1/2 35 5H 25 5H 35 5H '-' z 12" s 16 5H ill 36 5H 26 5H 36 5H G,C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, uj WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5, z z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -514, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) HATCHING LEGEND INSULATE WALL MAIN FLOOR 115-15.1=, Uf=f=ER FLOOR 832 5.F. TOTAL LIVING 1989 S.F, GARAGE 4515.F, ENTRY 7.4 S.F. TOTAL 5Q, FT. 251.5,F, MAIN FLOOR PLAN NOTES_ GARAGE RIGHT .r.r.�ll■ ` JOB NUMBER 27002.226 ` CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED 1, x co 150 STATE STREET EAST FIARIDA 34677 .1300 TEL. 8k7vl;,SBEWS.00M 81800 FAX pr i. r 0 1 C) co , 0 2 w Y/ co L ` Qo�M J• z� 00 � rj.� �1 0 -jC Q o m 1 m h 0 0 ZN�°a rf000l 0 .r.r.�ll■ ` JOB NUMBER 27002.226 ` CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED �nrrr�� L1989 • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II o �®ul o °t 41.1 0 rn M .Y co 0z r tl.i ti �LL m DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST FIARIDA 34677 .1300 TEL. 8k7vl;,SBEWS.00M 81800 FAX TAAV,Ake DENVER C) co z� Lr) rf000l 0 �nrrr�� L1989 • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II o �®ul o °t 41.1 0 rn M .Y co 0z r tl.i ti �LL m GO p REFER TO 5NEET 2AI FOR MAIN FLOOR FLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT ` JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST Oi.D xM&% FLORIDA 34677 813. 925.1300 TEL 81 825.1800 FAX DAVISBEWS.COM TANUNN• DENVER .1994 ®®®X,�� WON Lu QD A. ®� •0to C= r 00 z C0 co J 0 0 (9f) pmmq 0 1 Ln rvoo, , C) 0 cn F� >w 0 _< 1989 • TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 II .0 x w r rL J ,�O JMI�p, i YI 0Sam (� W j;JN. Lo ©LL • O O v.0 ~ w� 0 j CO LL�roN Z 0 � (W �n 0820 z C4 ` JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST Oi.D xM&% FLORIDA 34677 813. 925.1300 TEL 81 825.1800 FAX DAVISBEWS.COM TANUNN• DENVER .1994 ®®®X,�� WON Lu QD A. ®� •0to C= r 00 z C0 co J 0 0 (9f) pmmq 0 1 Ln rvoo, , C) 0 cn F� >w 0 _< 1989 • TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 II 3050 5H. 2 - 4050 F.C. 3050 5H, HD, AT 1'4' uFRAME TFRAME v HD. AT 1'4' HD. AT T-8" * EGRE55 WALL WALL ABV, 2ND F.F. FLUSH FRAME TO FURRING Ck U, BELOW BEDROOM ,2 a 11'-10"x10 —4 9'-0" FLAT CLG. /OPEN TO BELOW x n � N � i � y �, BATH 2 I accE55_ I cLG. w � a CLC. 91-011 N TUB/ SHOWER 9-0 42" H. PROVIDE CLG. LOW WALL PAN AND DRAIN r — u — 2.8x5. (OPT. RAILING) UNDER A.H.U. I HD. AT 6' 8" A.H. I L_ _ _J 24" H. A/C PLATFORM 42" H. TUB/ LOW WALL SHOWER (OPT. RAILING) BATH 3 [- 9'-011 2-6x6 CLG. m TILE CPT. CLG, 1-8x6.8 2-4x6-8 BFD, 2030 TEMP. S.N. — — HD. AT T -a" a I CLG. -------� 1 71 A/C R/5 CHASE _�.�... 1 I I i i G.C. VERIFY RADIANT BARRIER G.C. VERIFY R 38 IN5ULATION REFER TO 5HEET 252 FOR UPPER FLOOR PLAN DIMEN51ON5 FLU5HFRAME TO FURRING BELOW LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. BEDROOM 3 11'-0"x11'-2" 9'-0" FLAT CLG. 3050 5H, HD, AT T-8" —--- --_---_ _— — ---- I ILI ---------------- —- --------- AA I/1/ / APO TRU55E5 BEYOND IN5ULATION ATTIC ACCESS DETAIL SCALE: I/2" = I'•0" ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R. - 5TH EDITION (2014). * * * * * CV x to X WINDOW WIDTHS �r 2011 2411 3611 4811 —--- --_---_ _— — ---- I ILI ---------------- —- --------- AA I/1/ / APO TRU55E5 BEYOND IN5ULATION ATTIC ACCESS DETAIL SCALE: I/2" = I'•0" ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R. - 5TH EDITION (2014). * * * * * F*=ClOPENING HEIGHTS EAR DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE NDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE 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 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - VH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES GARAGE RIGHT TYPICAL WOOD FRAME x to WINDOW SCHEDULE WINDOW WIDTHS O 2011 2411 3611 4811 WINDOW CALL -OUTS L L °°�' • 00 ro � -0 (D 20" o`er Coo 1818 F.G. 2018 F.G, 3018 F.G. 4018 F.G. Lu ca C4 a� ~'�. 0 OCh y� T'co o = 2411 0 1820 F.G. 2020 F.G, 3020 F.G. . 4020FG. J 0 3611 805H 20305H 30305H 40305H Z 48" p 1840 5H 20405H 30405H 4040 5H F-1 Z 6011 1850 5H 2050 5H 3050 5H 4050 5H 12 5H 2060 5H 3060 5H 4060 5H 41860 4 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, cuj n WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5. 0 z • REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- FG) F*=ClOPENING HEIGHTS EAR DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE NDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE 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 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - VH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED r.. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMM, MOMA 34677 813.925.1300 TEL 813 1800 FAX y. AVISBEEWS}.�C/.EopM AI ®see otu co®o ®! o o �r<� 7,0 �°®®►' a see®®� � cm 00 cc 0 0z 0 `j 0 z 0 (1) ne No 0 Ln 0 0 0 v* 1989 • TI TLE • UPPER FLOOR PLAN NOTES x to 0�0 O J co V� am .m L .2 W i 5.J N L L °°�' • 00 ro � -0 o`er Coo IL ca C4 a� ~'�. 0 OCh y� T'co o • JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED r.. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMM, MOMA 34677 813.925.1300 TEL 813 1800 FAX y. AVISBEEWS}.�C/.EopM AI ®see otu co®o ®! o o �r<� 7,0 �°®®►' a see®®� � cm 00 cc 0 0z 0 `j 0 z 0 (1) ne No 0 Ln 0 0 0 v* 1989 • TI TLE • UPPER FLOOR PLAN NOTES VERIFY TNE6E CRITICAL DIMEN61ON6 TO EN6URE WINDOWS ARE CENTERED ON OPENING BELOWU 30 -0 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT F27002.226 • ME LOT 305 06-14-17 X 0 & I DAVISi (,R) BEWS DESIGN GROW 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL �r r 0 L J p O TANUNN • DENVER 1994 @ I I 0JM%cp CDo �A crNN OcoM �s W a� j N i� i5 -a L L 0 . ... 0 ro 00 E .cJ 00 y� T oe cem 0 F27002.226 • ME LOT 305 06-14-17 1989 , • TI TLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 ®7 �o Cc: <,. o ®nZ a®a®fie Q.. M ® J9 00 � .E 0. r� z to Q -J EL CD & I DAVISi (,R) BEWS DESIGN GROW 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WV1� .DAVISBEWS. TANUNN • DENVER 1994 @ I I CDo 41" �s W i� 00 cem 0 Lr) me , CD 0rtl F� >m 0 - J 1989 , • TI TLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 ®7 �o Cc: <,. o ®nZ a®a®fie Q.. M ® J9 00 � .E 0. r� z to Q -J EL CD SCALE: 1/2" = 14" G.C. VERIFY 36" H. CONTINUOUS 42" H, SHIM AS POP-UP OUTLETS REQ'D 150 STATE STREET EAST OL.DWAR, FLORIDA 34677 GRASPABLE LOW WALL CMN, DAVLSBEWS C.OM T A.. *. DET%TVFI;L 1994 ez,:-_ 3/4 PLYWD, I" RAILING CASING N r N DECKING 2x STUDS (PER SEAM 5TD. O O PLAN) 5ASE SEAM LINE OF 6'4' MIN. CABINET 3�ELLY 1/16" 0.5.5. HEAD CLEARANCE BACKING 1/2" DRYWALL -,MLI. TOP SCALE: 1/2" = 14" * UNDER-5TAIR PROTECTION ENCLOSED ACCES515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014)8302.1 STAIR SECTION SCALE: 1/4" - 1'-0" ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE 8301.5 PER F.5.C.R, - 5TH EDITION (2014). * * * * * * STAIR NOTE5: AR ILjNG 5ALU5TER5 SHALL BE 5PACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE iN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5, CONTINUOUS GRASPABLE HANDRAIL. MUST MEET TYPE ONE OR TYPE TWO CRITERIA ........... 36" H. CONTINUOUS 42" H, DESIGN GROVP U or0 � 150 STATE STREET EAST OL.DWAR, FLORIDA 34677 GRASPABLE LOW WALL CMN, DAVLSBEWS C.OM T A.. *. DET%TVFI;L 1994 ez,:-_ 3/4 PLYWD, RAILING .m N r N DECKING Q r a LL • SEAM O O o0 SEAM LINE OF 6'4' MIN. 3�ELLY tv°' HEAD CLEARANCE FLOOR FLOOR SYSTEM SYSTEM 2x STRINGERS IO40 ~ (TYP.) 42" H. LOW WALL I" NOSINGcp I�— (TYP.) LINE OF DOOR IN FOREGROUND I I 2x TREADS AND IIx 114 1. '77 RISERS (TYP.) 1, 11 TREADS AT 10.00" EACH * UNDER-5TAIR PROTECTION ENCLOSED ACCES515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014)8302.1 STAIR SECTION SCALE: 1/4" - 1'-0" ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE 8301.5 PER F.5.C.R, - 5TH EDITION (2014). * * * * * * STAIR NOTE5: AR ILjNG 5ALU5TER5 SHALL BE 5PACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE iN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5, CONTINUOUS GRASPABLE HANDRAIL. MUST MEET TYPE ONE OR TYPE TWO CRITERIA ........... x 2 w DESIGN GROVP U or0 � 150 STATE STREET EAST OL.DWAR, FLORIDA 34677 o CMN, DAVLSBEWS C.OM T A.. *. DET%TVFI;L 1994 ez,:-_ M0 5 0) .m N r N Q r a LL • O O o0 0`� C$ 3�ELLY tv°' 1 04 .L _j . c0 6 0 0 0820 JOB NUMQER 27002.226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED PLAN DETAILS GARAGE RIGHT • TI TLE • PLAN DETAILS • SHEET • rcD DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL.DWAR, FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX DAVLSBEWS C.OM T A.. *. DET%TVFI;L 1994 ez,:-_ PLAN DETAILS GARAGE RIGHT • TI TLE • PLAN DETAILS • SHEET • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED 5AND FIN15W TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/411 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) R103b2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = I'-0" ALUMINUM TUBING BARS I FOAM BANDING 1011 SIDE VIEW FRONT VIEW RAISED FOAM BANDING DETAIL 5CALE: 1/2" . I'-011 �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55A5E OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN16HED FLOOR PER F.5 -CR - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5111 F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 M v PLT. HT. _ 611 BANDING 2" BANDING —� 2" BANDING 611 BANDING-\ SECOND F.F. LINE T.O.M. _ TEXTURED --"" FIN15H 2" BANDING 611 BANDING TEXTURED FOAM— BANDING (TYR) (5EE DETAIL) 4" BANDING DRYSTACK LEDGE5TONE --� (TYR) MAIN F.F. LINE _ 6 12 � 6" BANDING -SHINGLE ROOF� 6 12 G.C. VERIFY FA5CIA CALL -OUT (TYPICAL) R— 5TUCC0 FINISH -- TEMP. 5HAKE5— \ 51DING T � 6 I� � SHINGLE ROOF ? 12 /` 6 PLT. HT, _SHINGLE ROOF —� -- STUCCO FIN15H SHINGLE ROOF— /—&'I OOF —`-611 BANDING 12 �6 /—SHAKES 51DING PLT, HT, 6'I BANDING 2" BANDING 12 "— �6 6" BANDING SECOND F.F. LINE czM T.O.M. 6" BANDING 2" BANDING —� TEXTURED ❑ ❑ FINISH ®■ ■ ■ ■ ® �Nlr� BANDING SII■ 'r MINIM®Y M STATE STREET FAST OLDSMA& FLORIDA 34671 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISSEWS.COM TAMPA • IDEN VEii.. r+ AC 0 -1 co F) I V, 0 u)co T N +i 4" BANDING GRADE LINE—/ (A85UMED) FRONT ELEVATION 5CALE: 1/4" - 1'-0" •caw �.1 �riww��Ga� (4, COPYRIGHT 2014,TAYLOR MORRI50N G.C. VERIFY - ALL BANDING AT STONE LOCATION515 TO PROJECT 1/2" PAST THE FACE OF THE STONE urr�r.rnwurrrrr�rrr �Nlr� DAVIS BEWS DESIGN GROVP K M STATE STREET FAST OLDSMA& FLORIDA 34671 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISSEWS.COM TAMPA • IDEN VEii.. J 0 -1 co F) I V, 0 u)co T N M 66 6QLL 00 ��� 0 o a3 co �E � d `�°' =� m to ro� 0o 4d z N 2 'CP ELEVATION "C" GARAGE RIGHT • JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REMISED ®®® /* op 0 111 ®lt! o �I ° • W p co ca z LL z 0 V) rylo cem0 neo, 0 Ln ce c) 0cy) F� >11"m 0 ou rrwrliwr�rl r 1989 • TITLE • FRONT ELEVATION DETAILS DAVIS BEWS DESIGN GROVP M STATE STREET FAST OLDSMA& FLORIDA 34671 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISSEWS.COM TAMPA • IDEN VEii.. EST. 1994 ®®® /* op 0 111 ®lt! o �I ° • W p co ca z LL z 0 V) rylo cem0 neo, 0 Ln ce c) 0cy) F� >11"m 0 ou rrwrliwr�rl r 1989 • TITLE • FRONT ELEVATION DETAILS UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1126 SQ. FT. 1300 = 3.75 SQ. FT. X 144 = 540 SQ, IN, HALF AT UPPER 2/3 ROOF VENTS = 270.24 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 TOTAL SOFFIT VENTILATION NEEDED 52 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. 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH �- TEXTURED BANDING Z NOTE: THI5 DETAIL 5HOW8 THE TYPICAL T141ME55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBC.R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C;R - 5TH EDITION (2014) 8103.6.2 AND ASTM C 92b. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" - I'-0'1 CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50YE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCW OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312.2 12 bL,--,, PLT. HT_ SECOND F.F. LINE - d - MAIN FF. 6 I% SECTION AA SCALE; I/8" - I'-0'1 a6 GIRDER i-TRU55 12 Q6 12 6� SHINGLE ROOF SHINGLE ROOF 12 6 _ - _ PLT. HT. 7r 5TUCCO 13- /6TUCCO FIN15HTEMP. FIN15W 12 / 12 b 8 5WINGLE ab gHINGLE b BANDING R0 7 PLT ROOF SECOND FF. LINE _ 2" BANDING / _ T.O.M. _ v /TEXTURED -TEXTURED FIN15W FINISH7 DRY5TACK 7cz M, r LEDGE5TONE % TEMP. (TYP.) MAIN F.F. LINE GRADE LINE (A55UMED) LEFT ELEVATION, SCALE: I/8" - 1'-0" 12 6 I� Q LSW6 INGLE ROOF PLT. HT. PLT. HT. ST U CCO F.G. FG, FIN15H _ SECOND F.F. LINE SECOND FF, LINE T.O.M. T.O.M. v ' L TEXTURED TEXTURED FIN15H FINISH MAIN F.F. LINE TEMP. _ - - _ MAIN F.F. LINE — GRADE LINE (ASSUMED) REAR ELEVATION SCALE: I/8" = I'-011 b l% 4;;// a6 INGLE 12 12 ROOF PLT. HT_ - - - - - b(% LT. HT. PLT. HT. _ 6 = SECOND FF. LINE T.O.M. _ DRY5TACK LEDGESTONE\ (TYP.) MAIN FF. TINE co /5TUCCO 0, FINISH � /HINGLE W/ OPT. ROOF 811 SECOND FF, LINE BEDROOM 4 5ECOND F.F. LINE T.OONLYM. - T.OM. - 21-011 -TEXTURED ., TYP /TEXTURED FINISH RETURN FIN15H 7 7 AT SIDE5 IE (UN.O,) MAIN F.F. LINE _ _ _ _ _ - _ - MAIN F. LINE _ GRADE LINE (A55UMED) RIGHT ELEVATION SCALE; 1/8" - 1411 i I I I x ro J 150 STATE STREET EAST OLDSMAR, RZIRMA 34677 813 925 1300 TE'i.. 813 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 r0 JO�0 6:12 0 _____________ _I to 1 n(OM i I Lo TYP. 6:12 LID OVERHANG -__-___-- C O6. O AT HIP (UN.O.) �O I-- r -i L .I 0 0o cro� ZNLd' KNEE o WALL ac GARAGE ROOF VENT REQUIREMENTS i 6:12 6:12 VENTILATION CALCULATIONS I ATTIC AREA = 557 SQ. FT. 1300 =1.86 SQ, FT, I X 144 = 267 SQ. IN. I -- ------ - _ - ------ - HALF AT UPPER 2/3 ROOF VENTS 133.68 SQ. IN. e # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 26 SQ. FT. � n, s AA ROOF PLAN SCALE: ]/811 - I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH �- TEXTURED BANDING Z NOTE: THI5 DETAIL 5HOW8 THE TYPICAL T141ME55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBC.R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C;R - 5TH EDITION (2014) 8103.6.2 AND ASTM C 92b. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" - I'-0'1 CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50YE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCW OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312.2 12 bL,--,, PLT. HT_ SECOND F.F. LINE - d - MAIN FF. 6 I% SECTION AA SCALE; I/8" - I'-0'1 a6 GIRDER i-TRU55 12 Q6 12 6� SHINGLE ROOF SHINGLE ROOF 12 6 _ - _ PLT. HT. 7r 5TUCCO 13- /6TUCCO FIN15HTEMP. FIN15W 12 / 12 b 8 5WINGLE ab gHINGLE b BANDING R0 7 PLT ROOF SECOND FF. LINE _ 2" BANDING / _ T.O.M. _ v /TEXTURED -TEXTURED FIN15W FINISH7 DRY5TACK 7cz M, r LEDGE5TONE % TEMP. (TYP.) MAIN F.F. LINE GRADE LINE (A55UMED) LEFT ELEVATION, SCALE: I/8" - 1'-0" 12 6 I� Q LSW6 INGLE ROOF PLT. HT. PLT. HT. ST U CCO F.G. FG, FIN15H _ SECOND F.F. LINE SECOND FF, LINE T.O.M. T.O.M. v ' L TEXTURED TEXTURED FIN15H FINISH MAIN F.F. LINE TEMP. _ - - _ MAIN F.F. LINE — GRADE LINE (ASSUMED) REAR ELEVATION SCALE: I/8" = I'-011 b l% 4;;// a6 INGLE 12 12 ROOF PLT. HT_ - - - - - b(% LT. HT. PLT. HT. _ 6 = SECOND FF. LINE T.O.M. _ DRY5TACK LEDGESTONE\ (TYP.) MAIN FF. TINE co /5TUCCO 0, FINISH � /HINGLE W/ OPT. ROOF 811 SECOND FF, LINE BEDROOM 4 5ECOND F.F. LINE T.OONLYM. - T.OM. - 21-011 -TEXTURED ., TYP /TEXTURED FINISH RETURN FIN15H 7 7 AT SIDE5 IE (UN.O,) MAIN F.F. LINE _ _ _ _ _ - _ - MAIN F. LINE _ GRADE LINE (A55UMED) RIGHT ELEVATION SCALE; 1/8" - 1411 ELEVATION "C" GARAGE RIGHT JOB NUMBER 27002.226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED x ro 150 STATE STREET EAST OLDSMAR, RZIRMA 34677 813 925 1300 TE'i.. 813 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 r0 JO�0 0 to 1 n(OM Lo � r N LID 1 I L • C O6. O a 'or, �O m ; N L .I 0 0o cro� ZNLd' ELEVATION "C" GARAGE RIGHT JOB NUMBER 27002.226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED I� Dr , � O ®®� ®m C co 0 aI z d 0 z Lo oC O Aj 1989 • 77 TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, RZIRMA 34677 813 925 1300 TE'i.. 813 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 I� Dr , � O ®®� ®m C co 0 aI z d 0 z Lo oC O Aj 1989 • 77 TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • -^ BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING )F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ,RICANE STRAPPER I )F FRAMING PLAN BRG. MGT. N. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH 4DOW FLASHING AS REQ'D WINDOW TRIM ODER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING \` i-- SILL PLATE SEE NOTE #2 ---' f WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wiry FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS7ST WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) S� 5� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) 2 r i FLASHING FUCS_H"1NG'7 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 SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK-/ SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z STUCCO "J" MOLD FLASHING UNDER S.G.D. AS -RUBBER MEMBRANE BEYOND SHOWN, PROVIDE J" -1"BEAD OFCONST. TEXTURED CEMENT ADHESIVE TO BE APPLIED-CAULK/SEALANTOR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALWATER EXTERIOR FINISH L PROOF CAULKING I i IPER BUILDER 00 :23,0n PROVIDE SELF ADHERED " FLASHINGLAPPING E0 DOWN OVER RIM JOISTAND r't'ROOF UP WALL BY 6" MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wiry FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS7ST WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) S� 5� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) 2 r i FLASHING FUCS_H"1NG'7 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 SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK-/ SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. TYPICAL FLASHING AT BALCONY 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 (51 MM). 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, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS 2X8 TRIM BOARD DAVIS BEWS DESIGN GROVP STUCCO "J" MOLD to SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY 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 (51 MM). 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, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED el K ro DAVIS BEWS DESIGN GROVP to EST. 1994 - JM�O 0 -1mN ) M � �/ cn M 1�1 N r y J N Lm L Dos IL 00 :23,0n -j CO 05� �.Yro" E0 00ltln Z N er • JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED el • TITLE ��� • FLASHING DETAILS oil mmumm 3C3SHEET � DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAIt, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 - • TITLE ��� • FLASHING DETAILS oil mmumm 3C3SHEET � 5HEATHING TEXTURE FIN15H COAT BROWN COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYERS WR5 WEEP SCREED TERMINATE 6ELF ADHE51YE FLA5HING AT LOWER N06E OF M.W.W.S. 5ELF ADHE51YE FLA5HING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING l / ° ° ° / NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 61N. SEAL TOPS OF JOISTS — UNDER DECKING (SEE DETAIL WP07) /— DOOR ROUGH OPENING - 314"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBF,LOOOO�R RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLANGED WINDOW UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD / O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER F— WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING I. SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER FERWEDAINTED OUTSIDE OF FLASHING MANUFACTURES FINISH ASPHALT BASED ROOF CRICKET: SEALANT APPLIED SPECIFICATION$MIN: 3:12 SLOPE OP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER 6' FLASHING W/ TAR VERITICAL RISE OF OVE FLASHING AT KNEEWALL \ CONT. GALV. "L" DIVERTER -: FLASHING PER - ✓,:" MANUFACTURES N FLASHING SEALANT SPECIFICATIONS 4's'- — i OVER ROOF '' ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLA S H I N G DETAILS DRIP EDGE AT ALL VERTICAL WALL INTERSECTIONS UNDERLAYMENT (REFER TO FASCIAWITH ROOF VALLEYS & ROOF CRICKETS. z;:';1,;;>•;:;> COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING w/TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES SPECIFICATIONS EXTERIOR WALL FINISH c;, o :>.' > ,. •. •° a:".i ;,.` OVER ROOF SHINGLES W/ TAR s�` ° HOLD EXTERIOR el Z ` : FINISH 2" ABOVE .; "I `�4Z111.. ` ,� ROOF SHINGLE PER GE CONTRACT Ro FLASHING ,` ,� o.�a,` ; �� ; .` ° :.i �d zt ;,� . °i•.` ;• ,� � •• SCK METAL DRIP EDGE' BE UNDER Tyl�9s'S/� UNDEIRLAYMENT A,' ROOF EAVES CAULKINGvool olloy 'fir ° '•r ! ! ! ! r �Q �1 _���� ,� , :,,....f.,: TYPICAL ROOF TO �,� \3 \ EN l;,,,•r„::1.,.. Fq C'O� i ORS s”, WALL FLASHING DETAIL �r �0 rpA &G�V�3Ra °o�R�E SE Na ooh FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN SPECS. 6" HIGH DIVERTER 6" 0\11 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE -- FASCIA FIGURE 3 CORNER DETAIL 2 �5T `ice„ RAKE METAL DRIP EDGE Zs' TO BE OVER 5 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" 1F 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 VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -� FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR i� CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK _VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL SLAB �y OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST ERED FLASHING DE CORNER 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1"BELOW FINISH FLOOR SELF -ADHERED — FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT LASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. JOB NUMBER 27002, 226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSN& R& FLORIC.7A 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS°CAM TA7v1I'A • DENVER r x 0 T� UoLoo 0 JMh5 y osoc) law fq M T aJN 6$�m 0 0`yam w� 0 -� E o ro i LN 04g �++m �/ `*� ocro0 Z C4 JOB NUMBER 27002, 226 CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED ���®��BWgdddp . ®� o. Lu ® tLI CC* Q ®®Q i� �EL 0 Lr) CD 0 M Immos >= 1989 • TITLE • FLASHING DETAILS ol • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSN& R& FLORIC.7A 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS°CAM TA7v1I'A • DENVER EST. 1494 �� ���®��BWgdddp . ®� o. Lu ® tLI CC* Q ®®Q i� �EL 0 Lr) CD 0 M Immos >= 1989 • TITLE • FLASHING DETAILS ol • SHEET • r-- _, W.P. W.P. MNTL W.P. L — –.. — G.F.I. GF.I. G,F.I. Ll A/C LF pISCONN. SD I I SD Q / WALL MOUNTAT 64" �- ROUGH -IN /FOR OPT. LIVING ROOM FANLIGHT </ \% CAT 6 HIGH \ MASTER SUITE SPEED OUTLET UP To FAN/ LIGHT F.I. HORIz M. BATH M MAKE-UP LIGHTS I PENDANT .I. (VERIFY LOCATION) ,-� -- 44 I CH (VERIFY) DINING ROOM UP TO _ 7F 220 V. T p- UTIL GF.I. HORIX. GF.I. �G�s P I ,% / :O, KITCHEN I 220 v. — -/ 7 PENDANT (VERIFY / X�se ,0✓ - PWDR D I LOCATION), GF.I. ` / GF.I. I GF.I. ENTRY ( a AAT T I 0 GF.I. 48" AT 48 LIGHT AND SWITCH PS OPENER FOR f_�ATTIC G— W.P. \ \ GARAGE I G.F.I. FIXTURE 150 AMP. ELEC. G.F.I. CLG, OUTLET PANEL I FOR GD. OPENER ------- _..--•----------- � I I GRI. GF.i. AT 4811 AT 48" I I IRRIG. I I � I COACH LIGHT COACH LIGHT OUTLET +14° ELEC. METER W.P. GRI. FOR T.UG. SERVICE G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * EL. CTfRICAL < � DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.r. WEATHERPROOF DUPLEX OUTLET *41 GROUND FAULT INTEMFTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14. FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ll PUSHBUTTON SWITCH (OPTIMAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Qr THEW06TAT [n ELECTRIC METER ELECTRIC PANEL –� DISCONNECT SWITCH SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN CJ c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT, CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND R ECEPTACLE6 AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 6WITCHE6.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS $HALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIFF`ED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN 6LEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN$, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH N.F.P,A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY 5UILDING HAVING A FOS51L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALT. HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALARM$ SHALL RECEIVE THEIR PRIMARY POUTER FROM THE 5UILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM$ $HALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE 1 A/C c x 0 DISC. TYP.M4 LO Jr000100 AND 12 COPPER TO INSIDEFLIGHTS 0 AND OUTLETS PANEL MO COPPER TO rN WATER HEATER cos 08 COPPER TO RANGE 4 COPPER TO 5/8u GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL 00 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED 1 c x 0 150 STATE STREET EAST OLDWM, FLORIDA 34677 813.925.1300 TEL 813. 925 . 1800 FAX W O W DAWSBEWS.COM TAMPA • DENVER EST. 1994 �- LO Jr000100 0 J to to rN cos LL ooli. 00 v U.0 n ��,:o .119 Mcmcm C .J ' (D y� 1� Qoro� M0 0ot JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REVISED .1989 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWM, FLORIDA 34677 813.925.1300 TEL 813. 925 . 1800 FAX W O W DAWSBEWS.COM TAMPA • DENVER EST. 1994 �- .1989 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ— MAKE-UP LIGHTS HORIZ.— MAKE-UP LIGHTS ROUGH -IN FOR OPT.�� ® FAN/LIGHT BEDROOM 2 BATH 2 — A.H: DRSC. —_—WALL MNt E: lO� W.P. BATH 3 HOMAKE-RIZ sD LIGHTS CM I IrQ LIGHT AND SWITCH IN ATTIC DOWN C I 1\ ROUGH -IN FOR OPT. FANLIGHT DOWN TO SWITCHES LOF / \ ROUGH -IN FOR OPT. J FAN/LIGHT CAT 6 HIGH SPEED OUTLET ROUGH -IN FOR OPT. FAN/LIGHT BEDROOM 3 LECTfRICAL <E I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �w.r. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN 4— TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ,Q, EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR sa SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) QQ THERMOSTAT 0 ELECTRIC METER JOE- ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN * * * * NOTES- G.C. VERIFY ALL 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED SMOKE DETECTORS ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES, TO BE HARD -WILD -�� EST. 1994 * * * * 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: Y/ 0 (h rn SWITCHES.... 42" OUTLETS..... 14" TELEPHONE...1411(UNLESS ABV COUNTERTOP) L L �°LLC.') TELEVISION.. J411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE 0 yE0 AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, 04 J m CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE ARC.[, DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GPL 1. PROTECTED IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1, EVERY BUILDING HAVING A 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 FUR POSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REMISED x ca DAVIS BEWS DESIGN GROUP r. r 0 #� ' O lI% 0 -�� EST. 1994 0 Jim Y/ 0 (h rn • co m i L >>JN L L �°LLC.') 0 0 � -0 h 0 yE0 iL Y 04 J m y� �oc�roh Z N G d • JOB NUMBER 27002.226 • CAD FILE NAME LOT 305 ISSUED 06-14-17 REMISED rww�w�ow�www•�M•wiwriw�•wn•m 1989 • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OG XMM, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX 'W W W.GAVISBEWS.COM TAMPA • DENVER.. -�� EST. 1994 rww�w�ow�www•�M•wiwriw�•wn•m 1989 • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph Ann INDEXMETAL O DRAWINGS RISK CATEGORY II FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES (PSF) WIND N VALUE DENOTES PRESSURE ° OF SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A AREA SHEET SHEET TITLE UF-LL�NJ MINIMUM G50 ZINC COATING (+) 29.7 10 - 32.1 BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (+) 28.3 (+) 28.3 20 TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S1 STRUCTURAL NOTES 50 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE (-) 33.5 100 (+) 25.2 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES - 27.7 S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. +) 2 + ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES (-) 23.8 S3 / p DOWEL PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 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 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET S4 r FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 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 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 OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO S4.1 NOTES & CONNECTOR LEGEND 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. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN 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 S5 LINTEL PLAN 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 WWF SHALL BE LAPPED AT LEAST 6"& CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY SD1 FOUNDATION DETAILS THE 6",FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF: TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S D2 I L GENERAL RRAL D ET / q 1 S REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING 4.BRIDGINGFOR SHALL BE AS REQUIRED BY TRUSS SD3 GENERAL DETAILS 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 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: SD5 TWO STORY DETAILS CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) S D6 TWO STORY DETAILS 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) BOTTOM CHORD: DL.= 5 PSF ST 1 STAIR DETAILS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) UPDATES 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING ATTIC WITHOUT STORAGE = 10 PSF CREATED ELEV. A, B & C, A w/LANAI & BONUS CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF 1 5/$/2014 OPTIONS PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF APPLIED TRUSSWAY TRUSSES TO ELEV B W/EXT 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN V. AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 4/13/2015 LANAI 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 7/21/2017 APPLIED BFS TRUSSES TO ELEV C STD PER TB -305 FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM V-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 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. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. TABLE WITHIN BCSI-B3). -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/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 WOOD CONSTRUCTION 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (LE. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW 1F INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Wing U.N.O. Fb = 2650 Fb =3000 Fb = 2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR, USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAM ETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR RETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN, 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/21', NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -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 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI, PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI 2. STRUCT. CONNECTIONS: ALL STRUCT: BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES- E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y/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 ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 ®® ®®® 2 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O < Zo UF-LL�NJ (+) 29.7 (+) 29.7 10 - 32.1 (-) 39.6 O LL (+) 28.3 (+) 28.3 20 (-) 30.8 - 37.0 (+) 26.6 (+) 26.6 50 (-) 29.1 (-) 33.5 100 (+) 25.2 (+) 25.2 OWp - 27.7 - 30.8 GARAGE DOORS 9'-0" x 7'-0" 164" x T-0" +) 2 + (-) 27.7 (-) 23.8 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 C 5 5 }%^ STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED, IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS (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 - Z C W1 0 CL Z L_ Z W �_ I_ i25 11 LLJ OU � U 0W Z 0 M O o= O ... U. W LL. O CA w CL O C) Z vi W W Q U LL O U) Z O O CL a (n JB / DJ (.� z W CD M oo, ®0 ��® e.11J CO ®® ®®® 2 ZF_0 Z � ¢,� HQ 00 0dNwzCD Q G' _U d O < Zo UF-LL�NJ ®®mm®®$coo pM��Ci ®. fid^ 0 ® P�® ®®�® OCl O LL IIIIIII%%®®® VJ CA w CL O C) Z vi W W Q U LL O U) Z O O CL a (n JB / DJ (.� z LW fr. TM - 217071 -,---- --------- ,.SCALE O ti o d W -j 0) Z0 0_4 -0 Uj C) ZF_0 Qo�LLV_ '- HQ 00 0dNwzCD Q J cACCZW� = Q00° -d: Z �_ W ` O < Zo UF-LL�NJ p Qa OO LU N d U 2 W VJ TE STRUCTURAL ENG: BED / BAD DRAFTING: i -STRUCT: JB / DJ (.� O I JOB No. _..._--- TM - 217071 -,---- --------- ,.SCALE SCALE: AS INDICATED DATE: ------------- 07/27/17 ZF_0 Q O W �e W OWp Z O Z �., i W W O i 0 H a F- C STRUCTURAL ENG: BED / BAD DRAFTING: i -STRUCT: JB / DJ QC CHECK: AML - I JOB No. _..._--- TM - 217071 -,---- --------- ,.SCALE SCALE: AS INDICATED DATE: ------------- 07/27/17 S1 30'-0" ORY FTG. FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q LAPPED MIN. 6" AND SEALED. Z 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE LI MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 0 COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER Uj_- MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT, #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM N ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". z O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR t= Z RECESSING DOOR SILLS. 0 Q W _ 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.Z a- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE WL] - SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC:) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 000 U THICKNESS OF THE SLAB. FILL CUT WlAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. Z Q C] 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY -_-� COMMUNITY & COUNTY CODES. M 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. - W 9. NO WOOD STAKES PERMITTED IN FOUNDATION. _ W 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 1' DOWN, SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS ®®® B®® AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD o �, �/� ®®�® Uj 0) FOOTING STEP DOWN AND CORNER INFORMATION. ®vj ` ®®®�Z W oo 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ^, J o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH a Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION E NQ U b. cab 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS a; °® .a 1' -j W <C FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE = Z 0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL <C �✓ ®o `t CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO = ®p��s s 1P ��®® 0 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. LL. SOILTO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS W DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). -j THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 O �" "� PSF. U w✓ 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 44 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE ,ZOIr � STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND �,�' N FOOTING SIZES PENDING DEPTH OF STEMWALL. '' ' o W M r - FOOTING SCHEDULE ¢ �p G O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. u. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O d BARS & 3" MIN. COVER TO EDGE OF CONC. Za U O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. cn BARS & 3" MIN. COVER TO EDGE OF CONC. 0 O Q 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. Izi 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. a BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. ry 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. P. BARS & 3" MIN. COVER TO EDGE OF CONC. U 3702"x12" dp w/ #5's EQUALLY SPACED EA. fY 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U) BARS & 3" MIN. COVER TO EDGE OF CONC. p < O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. q Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Cl) 0 U r o BARS & 3 MIN. COVER TO EDGE OF CONC. Q.� LLI -J r- 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Z 0 -! O w M r- E 3.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O z F- , 8 BARS & 3" MW. COVER TO EDGE OF CONC. M z 06 IW- z U) - 0) � 48 x48 x12 dp w/ #5 s EQUALLY SPACED EA. U O z 0 •= 4Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 Z 0 Q� U 00 i r- W N W z C BARS & 3" MIN. COVER TO EDGE OF CONC. J ] Z 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 2 :D <( 0 O 0- :1,M 4.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. I' < UJ _ BARS & 3" MIN. COVER TO EDGE OF CONC. 3:p Z c Z =)1- z W 6i E O60"x60"x16" dp w/#5's EQUALLY SPACED EA. O W < ZOO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W.W Z ¢ 0 2 CL BARS & 3" MIN COVER TO EDGE OF CONC. C) W M-- LL �0 W N SYMBOLS LEGEND 0 04 P �✓ 0 N W O 0 U. S INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q Uj TO TIE BEAM ( O.C. MAX U.N.O.). Z W © _ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 0 TO TIE BEAM. CL 2 m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z 0 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. p G Z W I11 mo- U M z Z ~ F- ZOO U' O I=- ; W O J O 1 o OWO 0 0 Co D W >-W = Wp HW Fry U LL F- STRUCTURAL ENG: BED / BAD Q DRAFTING: --- ____-._--- F- Z-STRUCT: JB / DJ W- --- _.. ....._._-._.:. - _. ........ Fn QC CHECK AML JOB No __--- TM - 217071 SCALE: AS INDICATED ~ DATE: 07/27/17 FOUNDATION PLAN_ 1/4"=1'-01" 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. SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. P Q TO TIE BEAM (6-8" O.C. MAX U.N.O.). w Q O 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) TO TIE BEAM. o INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. N INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. O #5 CONT. FT.G TO TIE BEAM. O W I— W CL (1) #5 @ TOP, BOTTOM ❑ W -- IY @ 24" O.C. 0 OU — — —& 10'-2" 2'-4" 2'-10 8 -10 31-8-1 VERTICALLY BETWEEN (D COLUMN & MAIN W HOUSE CMU p 0 FILLED CELL ❑ L_— In m _1 D • • ■ oil 110 Li PLAN VIEW LL W CONT.OM TIE = F-- o BEAMTO FOOTING U- O i� ■ ° 0 co M MASONRY WALL « «« ®®® w •® ®�°o®�, a REINFORCING PER Ov 00 ■ (1) #5 @ TOP, BOTTOM PLAN (TYP). �►�it`, w 2 ■ &@24"O.C. VERTICALLY BETWEEN _ °Z f.? ® Z ffi ao r cv COLUMN & MAIN® « * p C6J <;«•� w 0? v HOUSE CMU «® ®®•®««««®®®•® �i io ®�®®A�s16ePa®®®®® o SECTION VIEW H U. cn ■ 9 MASONRY COLUMN TIE IN fiDlW J a. as■ o ZOly ¢fit n7 N CO ■ O aa * i...._.., Z .. ,... Oi _ O ■ oLL ti Z LE Q' zo 0a01a. .a r-�r--� Lij II ■I i a0 zo z —lO LL a C� cn v�or O Z a LLI DO w cf) EE a per," 06 wZW-'; Z rn t=- ¢ W H u- 0 ¢_oma ■ a U Z U1=0a�a `" ~ J z ¢QU)ZZ E ■ - O � a ♦ ■ w p 0 �( ¢ 102 - 0~ ¢w z W — 9 o= O ■ I I ■ ■ tQ a co I © C7 `� I ■ I I ■ ■ ■ 0 Z z I I 514" 1'-8" zz zo W H V C 11 z¢ M Z F.. 0 0 O � Q W O W o O W Q - 'qWOm oF' IX 0�Z ■ •• W p IQ -(L I P- W 2'-8" 16'-0" 2'-8" = 0.. H STRUCTURAL ENG: BED / BAD Q - F --- DRAFTING: h Z W�_. -STRUCT: JB / DJ a QC CHECK: - --- AMLUj - — JOB No, TM - 217071 ZSCALE: AS INDICATED ~ DATE: 07/27/17 DOWEL PLACEMENT PLAN 1/4"=1 1-011 3 is is the exclusive 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. COPYRIGHT MCD 2014: The information contained in this document copyrighted and property 111 .^In MI—AkA T/ ^RAI I ... ]/^% d n-1 WALL LEGEND < z W PLAN _ = 9'-0" T.O.M. = INTERIOR/EXTERIOR Uj BEARING WALLS VERIFY n S4 = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL V5 W PLAN U.N.O. C C14 1 Uj 0) M LU 00 CL4 Z co U3: z '7 0 W OD * % CACP -j C10 cn 0 LL Uj M rL Mu 0 0 z < C6 C� W 6 z L) CC--) LL 0 U Z 0 55 0 (L Ld F - z < Z LL U) resod 0 Lu --1 7 Z 0 -OLum0 E z o6 LU 0 U) Z -j 0 P z U- C" 6, o <Cg (6 L) Z le 0 2 0 LU Z z ti G 8 D 0 0 IL �Slq F- (/) omgcow a LL z z I-- P LLJ 0 < :) U) F- z E 0 ZO 0 Z: 0 .a. w LL C/) 2 z Uj 0 LL C14 < o 0 z W C14 F- 0 0 LAIL Uj LIJ W U) 0 CL (D z O z z Z Z00 0 P- > LLF 0 Uj -1 0 0 W 0 Uj z �0IM (D U) 0 Uj (.) ��� U) W >-w0 LU -10 ) W 3: a. F- U CL STRUCTURALENG: BED BAD Q DRAFTING: Z-STRUCT: JB/ DJ LU - -- ------- a 65 AML QC CHECK: ---- LLJ JOB No. TM - 217071 SCALE: AS INDICATED DATE: 07/27/17 FIRST FLOOR FRAMING PLAN _ ..^T^ ^^^ ^^ ^ ^. ^ r^^ ^,^Trn i pfo-%cmr 1/4"=11-011 S4 NOTE: SEE PPAGEoq. i rum NOTES co ANDCONNECTOR 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. BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (p11J O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN O4x4 B�N2 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 COVER NOTES BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. (2)ply 1900 BV114 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 3 BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN COVER NOTES. BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. O3 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 7" EMBEDMENT BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. - W El ADJUST AS REQ'D TO MISS STUDS FRAME TO FRAME 860 1000 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ON MASONRY: (2) SIMP. MSTAM24 BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 4235 BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf -1 3rd, PT. 10 R 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. 1F PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN OB (3)2X4 SPF #2 BUILT UP STUD COLUMN C (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 O4x4 SYP #2 POST O6x6 SYP #2 POST <8>8x8 SYP #2 POST OP 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES (1)ply 1985 (1)ply 1985 O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL COVER NOTES. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER NOTES. H10A w/(18)10d x 13" NAILS OR ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER NOTES. 3 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES. FRAME TO FRAME ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4'W" COVER NOTES. aHTS20 ENGINEERED LUMBER COLUMN PER STRUCTURAL O7"x7" COVER NOTES. 1450 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER NOTES. 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 & e" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & " EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)4" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N:O, ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 23" 10d .148" x 3" 12d .148" x 34" 16d .162" x 31, 8d RING SHANK .113" x 24" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx13" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x2t' H3.5x5.5 META20 w/(7) 10d x 1�' NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 El (1)ply TRUSS (10)10d x 13" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x22" TAPCONS 1 4'-0" TO 7'-11" H10A w/(18)10d x 13" NAILS OR 2 H10A 1015 H10A 1340 3 Fil TO BEAM: SIMP. HUC410 w/(18)16d & (2)ply TRUSS H10A-2 w/(18) 10d x 13"' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 WITH 1/2" FLITCH aHTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 H (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP: HTS20 OR LSTA18 w/(24)10d x 13" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & �WC_ F (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 EH2.5A w/(10)8d FRAME TO FRAME 535 600 0 MTS 12 w/(14)10d x 13" NAILS TO POST: SIMP. HTS20 OR LSTA18 - W El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 Q MGT w/(22)10d t EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 7"EMBEDMENT ON MASONRY: (2) SIMP. MSTAM24 F91 HTT4 w/(18)16d x 22' NAILS & 4" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 R HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT ON MASONRY: (2) SIMP. MSTAM24 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & �' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED, CMU HTT4 w/(18) 16d x 2�"' NAILS w " EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x13" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 13" 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 31RDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & t" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24" o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR 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 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL #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/3" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP w/1' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x2t' H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4"x22" TAPCONS 1 4'-0" TO 7'-11" ON MASONRY: (1) SIMP. MSTAM24 2 8'-0" TO 9'-11" TO POST: SIMP. HTS20 OR LSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS Z H ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP: HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & �WC_ (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS O ON MASONRY: (2) SIMP. MSTAM24 0 HO.F TO POST: SIMP. HTS20 OR LSTA18 - W TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl1,875 (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 65.25x16 (3) 1.75"x16" LVL " U:N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL " U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4"X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY WPLAN 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/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/1' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 3" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 1'-0" TO X-11" 1 1 4'-0" TO 7'-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 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---- STOP---_ AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS, PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS. NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153, APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4'' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 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. 141=1'-0"' O z Uj o 0 F_ in IZ UJ LLQ OU U O W Z Q D m O U_ LUW 0L O U W z 0 z Z OW�n C) V 0 W J J W W O LLI 2 .Z U iE 00 JB / DJ QC CHECK: ®® W M co SCALE: T •®®� ®e LLI m IY ® �� °°° �•,� ® 16W� J Zci - OD _ c�j Q V W Y W LL 0L O U W z 0 z Z OW�n C) V 0 W J J W W O LLI 2 .Z U iE 0 r• o d r- Uj 7 0 J O W M oZSIWz�?�rn (� d 0 Z OF=oOo 4OZo-�_ Z Z tm- Uj OW< Zo. Q 0 20.Q LL F C14J O o0(N M STRUCTURAL ENG: BED / BAD DRAFTING: 00 JB / DJ QC CHECK: AML JOB No. TM - 217071 SCALE: T _.. AS INDICATED Z 07/27/17 Z00 O W Y W 0 W O Z W 0�IM Z H �WC_ LIJU O 0 HO.F - W CL 0 r• o d r- Uj 7 0 J O W M oZSIWz�?�rn (� d 0 Z OF=oOo 4OZo-�_ Z Z tm- Uj OW< Zo. Q 0 20.Q LL F C14J O o0(N M STRUCTURAL ENG: BED / BAD DRAFTING: -STRUCT: JB / DJ QC CHECK: AML JOB No. TM - 217071 SCALE: T _.. AS INDICATED DATE: 07/27/17 S4.1 TH ,LL \PS ON BOTH ;IDE OF WALL STANDARD 2ND FLOOR FRAMING NOTES: W z Q Q EXTERIOR WALLS LESS OPENINGS ARE CONSIDERED SHEAR 1. ALL EXTE WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. w D 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR w TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N SHEATHING IS NOT CONTINUOUS) z OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR != z SHEATHING ISNOT CONTINUOUS) W Q 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. o LL O 0 U W WALL LEGEND Q J m 0 = 9'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL j - - PLAN U.N.O. w Uj EXTERIOR FRAME WALL M SCHEDULE ®� ®.®•®®• ����.®® V - (TAYLOR MORRISON) �`�•� ' ®� ;. Y 00 ®o WALLS WITH PLASTER OR STUCCO FINISHES ®z z SPACING SPACING ® °D a ¢ WALL HEIGHT STUD & SPECIES.• .Q � INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAXCSS ® ®® z ®®�•e•••®••°• ®a ¢ Ll% 9'-01" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ►_-®®�®®��® II,��®�®®@®® ot LL 9'-4" 2x4 SPF #142 12" O.C. MAX 12" O.C. MAX 101 -0" 2x4 SYP #1 12" O.C. MAX 8" O.C. MAX O q EXTERIOR FRAME WALL NOTES Qfro ce) 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED o TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR o REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS _ o O & NAILING PATTERN. U a 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE wU NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Z,,,,+'� U 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR O REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE > C� MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS d 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO w FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. U CC ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C F- Z < 0 WJ7r- z 0 �- 0 LU EE O atS F-Zu�U-rn r G ¢ 0Ui �. 0 Z O�wZC° w �_�-_-C J �Wzao F-=�wui o O Q< zo E W H C 0 Qa C) I " 4L I-- N J rr O ° 0�N¢ OHO Q w OC z w o= w W ----- 0 CL z o 0 J 0 z_ LU ~ V M Q � I� z o o J Iz— NQLL! oa�C ,W O W Z W 1- O Z ....�_ ww >--W0 p a.F- ry ►-- c.> L1. rY STRUCTURAL ENG: BED/ ¢ DRAFTING: Z-STRUCT: JB / DJ QC CHECK: AML W JOB No. TM - 217071 SCALE: AS INDICATED ~ DATE: 07/27/17 ROOF- FRAMING P 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 MONTH 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 1-011 S4.2 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS d z a w d z 0 W z z 0 Q TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �--- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" CORNER AS REQ'D GRADE 40 INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ' BEND 0 HOOK PER MD08 LAP SPLICE BEND 0 LENGTH LAP SPLICE V d d ° . NO -SHEAR WALL AT .• ° e d SEGMENT 17/8 41/4 F :.•.. r .� � e r 21/4 41/4 _�......_.., ..,._.� L..4 #4 °.:s d TRANSOM OPENING 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 ' d :• '.' °�• •, '. `., 'q, a ° .. FRAME INFILL AROIJ11b, � 0 d °..,I ° �QW ILL Z d°° 's 35 W L. oW 913/16 •d e ° d CN 9 a e II III.d II;o, O U) / SEE WF01/SD1 FOR \ MORE INFO a ZBOTTOM '•4. Z M 0 p W a� STEEL IN LINTEL IF J ;,•,. W ° ° INDICATE - SHOULD HOOK INTO <` U) ° VERTICAL CELLS PER MD08 , °', a d °a' d° " ROUGH OPENING PER PLAN .e — ' a " TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �--- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" zr GRADE 40 GRADE 60 BAR SIZE BEND 0 ° LAP SPLICE BEND 0 LENGTH LAP SPLICE 1,A,1 ° . NO -SHEAR WALL AT OPENING '. .LINTEL PER PLANI "",. '' ;,:` TYPI AL SHEAR WALL SEGMENT 17/8 41/4 F :.•.. r .� � e r 21/4 41/4 _�......_.., ..,._.� L..4 #4 °.:s d TRANSOM OPENING 20 3 55/8 121/2 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/ (1) #5 DIA. REBAR �--- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 ° LAP SPLICE BEND 0 LENGTH LAP SPLICE 1,A,1 ° . NO -SHEAR WALL AT OPENING '. .LINTEL PER PLANI "",. '' ;,:` TYPI AL SHEAR WALL SEGMENT 17/8 41/4 F :.•.. r .� � e r 21/4 41/4 _�......_.., ..,._.� L..4 #4 °.:s d TRANSOM OPENING TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �--- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1,A,1 "B" ,IC11 11D11 VIA11 '. .LINTEL PER PLANI "",. '' ;,:` 1VC1V `,._• #3 17/8 41/4 F :.•.. r .� � e r 21/4 41/4 91/4 18 #4 °.:s �' • •., TRANSOM OPENING 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 ' 41/2 FRAME INFILL AROIJ11b, 181/2 36 #7 43/8 9 13/16 16 1/2 35 WINDOW BY BUILDER 913/16 213/4 42 SEE DOWEL PLAN FOR :; �'•FILLED / SEE WF01/SD1 FOR \ MORE INFO ;• .i•• CELL INFO. MIN. (1) IS REQ'D ON ;,•,. <` 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 2-3/4" 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 1,A,1 "B" ,IC11 11D11 VIA11 111311 1VC1V "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 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 d ° °q a P a #3-2%" #5=2Y2" °. d :' v ' •d <,-„ a de „ „ #6 _ 3" 100 d °9, e ..B.. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK LINTEL PLAN. 4DO8 REBAR SPLICE DETAIL .. SCALE: 3/4 _ V -Y' 1/811 1 f-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. 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W STANDARD LINTELS STANDARD LINTEL NOTES z 'aLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B $1716-1B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/81732-01B p 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / $974 10000 / 10000 1, AREAS OF BLOCK ABV, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Fn 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY - 111 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 O � 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS.U.N.O. 3'-2" 1217 2165 / 1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. o T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END v 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 Z 4'-6" 1423 / 1105 4360 / 1631 6036 / 2549 8328 ! 3470 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 710 I_ 5'-2" 570 1232/1232 3480/2580 8360 / 3586 8825/4592 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND 1S APPROVED WITHOUT G Z 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. LU O 7'-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 a CL 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. O 1014" 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 0U) 10'-8" 277 492/352 1254/1132 2193/1667 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY Z W 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 418/29 1075 / 1045 1838 / 1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-4" 0 328/0 1234/0 1779/0 2662/0 p 14'-0" 0 292/0 116010 1660/0 2439/0 [L 16-011 0 284/0 950/0 1379/0 1997/0 ,j --- --- MATERIAL1,_. _._ __ _____ __-_- 18'-0" 0 211/0 750/0 1177/0 1676/0 L"' Uj 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. H W 20'-0" 0 18010 598/0 1024/0 1441/0 2, fc PRESTRESSED LINTELS = 6000 psi. L- 20'-8" 0 145/0 550/0 981/0 1376/00 22'-$" 0 110 / 0 450/0 824/0 1147 / 0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 07 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE Z RECESSED LINTELS -FILLED 0 STRENGTH = 1900 PSL ®0®% �® LLj � CLEAR OPENING 8R6 -16/8R6 -0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB ® 6/ ®®® Cl) 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ,��►�®®•®®®®®®®�J% ®oma D- 2'-8" 1426/1426 3343/3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510. ® �•• •®•�®�� Y oc 3'-0" 1230 / 1230 2769/2769 4085/4085 z °�- 6°� -� 3'_4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ® J m 4'-4" 8461833 2121/1716 3127/2839 ® ¢ U i °� • a� J 5'-4" 664/572 1761/1761 2595/2595 TEL F = FILLED WITH GROUT / :® z ® rj Lj d 6'-4" 52-6/434 1539/1539 1329/2267 [TRQUIREMENTS U = UNFILLED R RECESSED �••®® ®®® �® Z 71-41f 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ®•••®•••® �i 0 80-41- 415/235 1152/1152 1694/1552 F6-1B/1T BOTTOM OF LINTEL CAVITY F- �'/�� ®�®® m O-1B/1T ®® �® ®8F16 1118111111®8-1 8F8-1B/1T �_ cp 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP W 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. cO 8RF14-1B/1T NOMINAL HEIGHT o - 8'-2" 16-01: L or01 ONOMINAL WIDTH O O 8F16-1B/1T U TYPE DESIGNATION o • D 8RF14-0B/1T Z � Q 8F16-0B/1T 1-1/2" CLEAR � U i- LU O 8F20-1B/1T Q w CL 0 D � #5 REBAR AT TOP MIN. (1) REQ'D O 81720-06/17 Q C.M.U. L_ • O 8RF22-1B/1T ° GROUT O 'r' z #5 REBAR AT BOTTOM OF LINTEL Z O 81724-16/17 r i0 CAVITY BOTTOM REINFORCING PROVIDED > 0 0 8RF22-0B/1T 7_5/g�* ACTUAL IN LINTEL (VARIES) 8 Z O 81724-OB/1T 8" NOMINAL WIDTH C- W ON FILLED 8RF30-1B/1T O 81732-113/1T 1-1/2" CLEAR 0 8RF30-OB/1T C=7 U EF45 s _ R AT TOP MIN. (1) REQ`DO 8F32 -0B/1T Q L- T 8F38-1B/1T'60 Z Z 8F12-1B/1Tz O io 81740-0B/1T-- �IREINFORCING PROVIDED U J 7-5/8" ACTUAL IN LINTEL (VARIES) j ^ 0 8F8 -0B/1T 8" NOMINAL WIDTH LU 1.1� 0 UNFILLED SAFE LOAD TABLE NOTES I--' Jz 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Q J LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL P J RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 0 P 2. 0 = NOT RATED. Q W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z W U' r UJ U�:od' W � rn — h 0 JOuJm 806 �Z-LL0) 1 6 CU' QOCj,- Z 0 UwQQ-0(D00 F- C0N _— c ...I (owzW8 8 <00CL4,CU Z ZI-•F-Wui o O<:0 U) Q 0 .2(L F-- L- � N F - Z 0UNQ 2 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING (qj n ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 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 Z CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z SUPPORT. <( 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. z C W to 11 WALL LEGEND = 9'-0" T.O.M. INTERIOR/EXTERIOR BEARING WALLS VERIFY = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL PLAN U.N.O. V O Z �.,. o00 a �W -.j O u 0 W � a U O t Z 2 W >- W O c O F— 0. F- C STRUCTURAL ENG BED / BAD �( DRAFTING: '--STRUCT: JB/DJ QC CHECK AML C JOB No. TM 217071 0SCALE: AS INDICATED DATE: 07/27/17 S5 (1) #5 FROM FTG, TO Ii ---I I _.—.• (1) #5 FROM FTG. TO --� HOLD BRG WALL BACK , TIE BEAM SPLICE TO a hI FW - 00_ TIE BEAM SPLICE TO 4 BE MIN. 25" GROUT °; a ;e .;I'a —W SO GYP FINISH IS '�� BE MIN. 25" GROUT W CELL SOLID g16"w PAST DEEPEST STEP CELL SOLID > MASONRY WALL ;• WALL SCHEDULE w MASONRY WALL °II SEE PLAN REQ'D ] s SEE PLAN 2 -STORY COND. (3) #5100, BARS REQ'D & FTG TO CLEAN COMPACTED m CONCRETE SLAB PER FOUNDATION PLAN - I$ 00 CONC. SLAB PER w CONCRETE SLAB PER FOUNDATION PLAN j COVER TYP.' AT 6 •'•, I - I' VARIES •'' SEE PLAN ° :I. wn m J •Q, eeI.e A �q .I•d w Om a ° 14 GRADE X •,.I4 GRADE cJn w 3" COVER FILL @ 95% STANDARD DENSITY 8" 114: 011 DENSITY lo 1 8" 1' 4" WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN II OPTIONAL CURB BY BUILDER I CONC. SLAB PER I 8"x12" THICKENED Ii ---I I _.—.• a .'� Q a .'.I'o HOLD BRG WALL BACK , 2x BRG WALL PER ¢ FW - 00_ STEEL AT 2 STORY LOCATIONS 1/2" J -BOLT W/ MIN. 6" — I °; a ;e .;I'a —W SO GYP FINISH IS '�� `j Q W Q g16"w PAST DEEPEST STEP N W ti > FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE w CLEAN COMPACTED 40 O REQ'D (2) #5 BARS CONT. w/ 3" ] s BELOW 2 -STORY COND. (3) #5100, BARS REQ'D & FTG TO CLEAN COMPACTED m r FILL @ 95% STANDARD 00 CONC. SLAB PER (1) #5 CONT. w/ 1-1/2 COVER TYP.' AT 6 MIN 4" CONC, SLAB PER A,° 4 I I— w 11 ° o FOUNDATION PLAN COVER TYP. 2 -STORY COND. (3) #5 11 DENSITY 1-1/2" COVER TYP, FOUNDATION PLAN 2 1/4„ —I I• °, . �; ° a I I_ ° a E2 o • Z U) FILL % STANDARD CONC, SLAB PER ^. U- SPLICE GROUT CELL wZj CONCRETE SLAB PER DENSITY w —� FOUNDATION PLAN BE 20" WIDE (2) #5 BARS CONT. ' I I — I I I' I I IX w z (2) #5 BARS CONT. I I = __ CLEAN COMPACTED W/ 3" COVER TYP. -' ' ' ' ' ' ' CLEAN COMPACTED W/ 3" COVER TYP. 3" C'OV E FILL @ 95% STANDARD 3" COVER FILL @ 95% STANDARD DENSITY 8" 114: 011 DENSITY lo 1 8" 1' 4" WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN II OPTIONAL CURB BY BUILDER I CONC. SLAB PER I 8"x12" THICKENED NON-BEARING SLAB STEP DOWN I FO DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN, 24" BEFORE I, ANOTHER STEP 3/4"=1'-0" z z CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT10 . pCL FOUNDATION PLAN w/ 3" COVER TYP. d p,, "i • ... GRADE a ° ? a be�4 04 0. ° • v�UM _'. • —_ �,, ...: A �. ' moi• . ��. " r —1 I —III- —_= I—I I a. • . ' III-- I I w a e.. .� . `..,n... W" ,� W I, n .. \ ./ ° ...° ° • � III —I m ,a ,. .. — � e- .�. .e .�.. ° 4 _ e4°' SII—III='„ o •.I,°°.::e °°. — I I—III — I I—III_ 1 8" 118 11 A. ° .. III_ _ = 8 4 �—� I ' —I e� I I— I I—I — I I I_I 1 I 1'-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FO FOOTING @ SHOWER AT MASONRY /6FOE THICKENED EDGE IF BRG. WALL ABOVE- III j HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER ¢ FW - — STEEL AT 2 STORY LOCATIONS 1/2" J -BOLT W/ MIN. 6" — I I I=III III SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING W Q g16"w PAST DEEPEST STEP N W ti > FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE w CLEAN COMPACTED 40 O REQ'D (2) #5 BARS CONT. w/ 3" ] s BELOW 2 -STORY COND. (3) #5100, BARS REQ'D & FTG TO CLEAN COMPACTED m ❑ FILL @ 95% STANDARD U) CONC. SLAB PER (1) #5 CONT. w/ 1-1/2 COVER TYP.' AT 6 MIN 4" CONC, SLAB PER BE 20" WIDE FILL @ 95% STANDARD Q w DENSITY (2) #5 BARS CONT. w/ 3" FOUNDATION PLAN COVER TYP. 2 -STORY COND. (3) #5 11 DENSITY 1-1/2" COVER TYP, FOUNDATION PLAN 2 1/4„ SLOPE COVER TYP.; AT CLEAN COMPACTED > p • Z U) FILL % STANDARD CONC, SLAB PER ^. U- SPLICE GROUT CELL wZj CONCRETE SLAB PER DENSITY w —� FOUNDATION PLAN BE 20" WIDE g ` d. FOUNDATION PLAN IX w z Z > 2x PT SILL PLATE 2x P.T, SILL PLATE N 1 0W0 I 4. I FOUNDATION PLAN °'°- as 0 0 z LU Z °� q ° .. �+ A r,I: ,a FOR QUANTITY U U) It I•. 7W w0 a 4 i.4 emU �:.• ° d.°. '�' H THRESHOLD PER MFG 4. ° . , q. 4 a a. a _;_A 'e' q °.. a ... . w 0 m A e•'. —, ,_ ° 'b I''' e ° _''" ' ° `. A.' ' d Q 4 d q.• a, d °. '.:•.•...... e' I I—I I I•\1—,A CHECK_ L. .. °' ° < 4 0 I AML — w ° n.°_ a— '. LII—III III N d .. aD = e ° .. _'-1 �- —.') (L—"" Lir I_--°pI—I; 4 —I I I— I —i I11 I I III—III 1 I IE I IIIIC) ❑ LL. o .- °°{ °.. A ° —__ _—__ , I _ _ — — I I 01111 ;'— —III III—III—I — — — — = U) NON-BEARING SLAB STEP DOWN I FO DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN, 24" BEFORE I, ANOTHER STEP 3/4"=1'-0" z z CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT10 . pCL FOUNDATION PLAN w/ 3" COVER TYP. d p,, "i • ... GRADE a ° ? a be�4 04 0. ° • v�UM _'. • —_ �,, ...: A �. ' moi• . ��. " r —1 I —III- —_= I—I I a. • . ' III-- I I w a e.. .� . `..,n... W" ,� W I, n .. \ ./ ° ...° ° • � III —I m ,a ,. .. — � e- .�. .e .�.. ° 4 _ e4°' SII—III='„ o •.I,°°.::e °°. — I I—III — I I—III_ 1 8" 118 11 A. ° .. III_ _ = 8 4 �—� I ' —I e� I I— I I—I — I I I_I 1 I 1'-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FO FOOTING @ SHOWER AT MASONRY /6FOE THICKENED EDGE III III j — ® off° 0) .I Wz — STEEL AT 2 STORY LOCATIONS - — I I I=III III III- - (2) #5 BARS CONT. w/ 3" -` Z W -21 g16"w N W ti > wry COVER TYP.; AT g.. 8" 8.. 0 O CLEAN COMPACTED 40 O w/ 3"I (2) #5 BARS CONT. w/ 3" ] s CLEAN COMPACTED 2 -STORY COND. (3) #5100, BARS REQ'D & FTG TO CLEAN COMPACTED m I I FILL @ 95% STANDARD 0Q U COVER TYP.' AT 6 8 8 FILL @ 95% STANDARD BE 20" WIDE FILL @ 95% STANDARD Q FILL @ 95% DENSITY (2) #5 BARS CONT. w/ 3" M DENSITY 2 -STORY COND. (3) #5 11 DENSITY aq I• e DENSITY p ,' • • SLOPE COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO p • Z 2 -STORY COND. (3) #5 FILL % STANDARD BE 20" WIDE PER MFG U- SPLICE GROUT CELL wZj BARS REQ'D & FTG TO DENSITY 0 i1— —� BE 20" WIDE REINFORCEMENT SEE ` d. =W SOLID PER PLANS NON-BEARING SLAB STEP DOWN I FO DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN, 24" BEFORE I, ANOTHER STEP 3/4"=1'-0" z z CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT10 . pCL FOUNDATION PLAN w/ 3" COVER TYP. d p,, "i • ... GRADE a ° ? a be�4 04 0. ° • v�UM _'. • —_ �,, ...: A �. ' moi• . ��. " r —1 I —III- —_= I—I I a. • . ' III-- I I w a e.. .� . `..,n... W" ,� W I, n .. \ ./ ° ...° ° • � III —I m ,a ,. .. — � e- .�. .e .�.. ° 4 _ e4°' SII—III='„ o •.I,°°.::e °°. — I I—III — I I—III_ 1 8" 118 11 A. ° .. III_ _ = 8 4 �—� I ' —I e� I I— I I—I — I I I_I 1 I 1'-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FO FOOTING @ SHOWER AT MASONRY /6FOE THICKENED EDGE BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'-0" FOOTING AT INTERIOR BEARING 3/4"=1'-0" F . m ® 1111111®/®®® a w o0 Z VERIFY W/ DETAILS FOR REQ'D LU 0 j ® off° 0) Wz LU STEEL AT 2 STORY LOCATIONS - C 06 w�JT cg z -21 N W ti > wry MASONRY WALL (2) #5 CONT. w/ 3" .�i o 0 FE 0 ®® (2) #5 CONT, w/ 3"I WE ] s p 2C = 18" MIN.= I I I COVER TYP. 0Q M COVER TYP. -� I I YI I I—III—III—III—I (2) #5 BENT BARS w/ CLEAN COMPACTED •' •~'A MIN. 25" LAP SPLICE FILL @ 95% STANDARD ®® ®UL DENSITY M aq I• e ,' • • SLOPE A�FO TYPICAL STEP FOOTING DETAIL BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'-0" FOOTING AT INTERIOR BEARING 3/4"=1'-0" F . m ® 1111111®/®®® a w o0 Z VERIFY W/ DETAILS FOR REQ'D Z j ® off° 0) Wz U STEEL AT 2 STORY LOCATIONS - C 06 w�JT cg z („)' QO�LL!�! c z co � 20 N W ti wry MASONRY WALL <0Oa-vv .�i o 0 FE 0 ®® ZQ�(jl-Z Lu W E Q Z O ❑ ,o I d'' ] s p 2C M SEE PLAN ®®y®® 0Q �a ��p^� 0 •' •~'A C G CONC. SLAB PER (1) #5 FROM FTG. TO ®® ®UL LU M aq I• e ,' • • SLOPE FOUNDATION PLAN :'� TIE BEAM MIN. 25 • Z •I° , :. #5 CONT. PER MFG SPLICE GROUT CELL wZj ,.._..,.,_. 0 i1— —� A °: I4I • ° :^ �e' . REINFORCEMENT SEE ` d. 0 SOLID PER PLANS J 1 0W0 I 4. I FOUNDATION PLAN 2 Z R 0 0 Z °� q ° .. �+ A r,I: ,a FOR QUANTITY U U) It I•. 7W w0 a 4 i.4 emU �:.• ° d.°. '�' H THRESHOLD PER MFG 4. ° . , q. 4 a a. a 'e' q °.. a ... . �� #5 x 25 x 25 CORNER BAR, ONE FOR EA, m o. 4 d' e' _ _ ° 'b I''' e ° _''" ' ° `. A.' ' d Q P-STRUCT: ...._. .. _ JB / DJ ...... ---- --- CHECK_ L. .. °' ° < 4 0 I AML `QC w i — -Th :al TM - 217071 C SCALE: N d .. HORIZONTAL CONC. SLAB PER U w I _� _ a •__ — I , , ,_ _— ° d — — — III—I�I I— !� o .- °°{ °.. A ° REBAR, TYP. U.N.O. TI PLAN FOUNDATION -III — — — — — — = W Z .d 4, — —''- ,- .� _ • e. , . 'd _I —I _ I— _ I j , I I I:-- „ _...• 0 a -A! a O.._ ..,. ,,,1�.'' y e ° .. .: .. (2) #5 BARS CONT.I— W/ 3"COVER TYP.; @ LL- a+ .. �:A • n' SLOPE 1'-4" O e,• " 2 -STORY CONDITION U PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" z Q A. TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 \ % 3/4"=1'-0" �•�•/ #5 DOWEL W/ MIN. 6" ® FILLED CELL PER PLAN WOOD POST PER PLAN — EMBED. INTO MAIN FOR SIZE AND BASE FOOTING W SIMPSON 3/4" CONNECTION EPDXY @ 12" O.C, — TOP COURSE TO BE CONCRETE STAIRS AS GARAGE REQ'D PER GRADE W/ CHAIR BLOCKS.1-MIN (1) #5 BAR @ I ENTIRE BASE TO BE CONC. SLAB PER 1E FILLED SOLID FOUNDATION PLAN 1-1/2" CLEAR CONC. SLAB PER CLEAAR NOSING TOP VIEW 0, CORNER SEE ELEVATION FOUNDATION PLAN CMU BASE w/ (1) #5°° ' °°. ' Ip•; ° • i,• 4 SEE VERTICAL @ EACH ° 4 . I` 4f PLAN GARAGE WALL — -- —_ f' '• _ — — — BEYOND CORNER. SEE FLR. 00 co — _ —III- - q ° - ° ° ° , 00 M CONC, SLAB PER PLAN FOR BASE SIZE FOUNDATION _. _.... _ _ ° .. z (2) #5 DIA. BARS @ TOP - I ,I 9 ..L (2) #5 DIA. BARS @ TOP _ :. I '' . ' : I. < ° w z r DRIVEWAY BY 4' O —_ e °° g w WHEN MONO DEPTH , WHEN MONO DEPTH I ••• La• +• PLAN i BUILDER- CONCRETE m a: ¢ EXCEEDS 26", IF -III= I °. I. ' EXCEEDS 26 IF III—I n, .. SEE FOUNDATION FOR — "" I A s O '-v OR PAVERS I° ° I > --III 4 I. 4 DEPTH < 26 THESE =I °• A „ ....... _.. PAD SIZE w DEPTH < 26 THESE — 'IQ BARS ARE NOT REQ'D ° ° �•°°�� as GRA E 3/4 �' I' d ° ! ' a' W w BARS ARE NOT REQ'D T GRADE a CONC. SLAB OR > w _ I I : I •. d O LLJ #3 STIRRUPS @ 48" 4 ° #3 STIRRUPS @ 48" 4 ° q ° a PAVERS PER PLAN :I 4 ,d,I v m ° a.. .° _ I I I ° `• . ■ '4 ° O.C. WHEN MONO d II=III— Z O.C. WHEN MONO I I—I d ) I =I I —I ((= Z .�. ° — Co '° EXCEEDS 26" ) — I ' ° h — —1 g DEPTH EXCEEDS 26", --11 I ° . I , _ _ _ ° _ _ _ = I — I- ° . :. 4 DEPTH E — I I _ —I — _ I ' 4..� a�•. - —I—CNI CLEAN COMPACTED ,.. e 4 I IF DEPTH < 26 THESE = I I—I .4�•: J: • i I=I I N IF DEPTH < 26 THESE — 2011x8 I I—III=I I h (I I— I FILL @ 95% STANDARD ° — — g' d �'° 4 . .e : = BARS ARE NOT REQ'D BARS ARE NOT REQ'D THICKENED —1 I I=1 I I DENSITY -111-4 ° - — _ EDGE W/ (2) #5 -1 I — ° �' y La-�-,'. .;� — I -III- CLEAN COMPACTED —I I ; , _ , ,_ I CLEAN COMPACTED CONTINUOUS 1'-8" 3" COVER TYP, CLEAN COMPACTED 4 ` '.. 4 ° ° •• ° (2) #5 BARS CONT. W/ (2) #5 BARS CONT. W/ , ; , FILL 95% STANDARD i "° • . 3" COVER TYP. V-4" FILL @ 95% STANDARD 3" COVER TYP, 11-411 FILL @ 95% STANDARD @ 1= _ _ _ _ =1 DENSITY DENSITY DENSITY CR)),THICKENED EDGE @ GARAGE DOOR AF1'kFOOTING @ ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0.. TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION o 4 a 4 a 'I Q 4 4— , 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE 4 CONC, SLAB PER FINISH PER ELEV, CENTERED AT PIPE FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV.=III— 'd a' • d oQ PENETRATING FINISH FLOOR �— — _ d I 1=_=III=7 PIPE PENETRATING PIPE =III III=III=I I=I I- GRADE—I SEE FDN. I I— °4 ' ;•y a •. _ d. 4 a 4 a a . _I I PLAN FOR I— :e LOOP TIE (TYP.) 0 4 .•4 �'0 4'• "+'+'* - ..' . SIZE & REINF. � �I I 1=1_=.� ' • .: , ._ I ISI TI I�I=�. .;:a - — _ •, : -I I —I I — I I= (— --I— PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. (I I --I—) I I— FOOTING PER PLAN z_ I I I—) — =1 ==1_MI DIAMETER TO BE 2 CLEAN COMPACTED FOOTING PER PLAN PIPE SIZES LARGER FILL @ 95% STANDARD �I I I— — SEE FDN PLAN THAN THE SIDE VIEW) DENSITY FOR SIZE ((—I PENETRATING PIPE ( —I FRONT VIEW) PVC SLEEVE � _ &REINF. ( •— ' PIPE VERTICAL THRU FDN 171 TYPICAL FOUNDATION PENETRATIONS 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 expres OR GRADE 1/4" PER WIDE FOOTING D FCLEAN COMPACTED OOT AWAY FROM BUILDING FILL @ 95% STANDARD DENSITY ELASTOMERIC JOINT FILLER LLj a EXTERIOR DOOR POURED SILL 9EFOOTING AT INTERIOR BEARING WITH CMU NOT USED sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" i I •I VJ J Z j r~. o v W rn Wz © U) i.- ' r- - C 06 w�JT cg z („)' QO�LL!�! c z co � 20 N W ti 005RzWo8 <0Oa-vv .�i .... ZQ�(jl-Z Lu W E Q Z O Q ] s p 2C Q vi 04 O Lw • r Z T O C% C G C �J O rr LU M • Z C .�i ] s O a a W) rr L) M • Z z 0 0 0 i1— —� 0 W Y J 1 0W0 2 Z R 0 CO Z U U) It 7W w0 _ C 0 I—' 0.. H a a. a c STRUCTURAL ENG: BED / BAD DRAFTING: P-STRUCT: ...._. .. _ JB / DJ ...... ---- --- CHECK_ AML `QC C JOB No. TM - 217071 C SCALE: AS INDICATED DATE: 07/27/17 . '� •',ter �.,;,�.:�.,.;.;, ` �.�: d Vi ♦ d. _w d• It tLi z ENTIRE COLUMN TO a BE GROUT FILLED Uj w ' d U.N.O. + d 4 Z. } r - 4 '1 a (1) #5 BAR IN PRECAST MIN. CHORD WITH (4) 10d TO BE INSTALLED WITHIN MIN. 2x4 SPF #2 KNEE 2x4#2 SYP BLOCKING 1. MIN. (6)1/2"x5" TITEN HD W13-1/2" MIN, EMBED, _ 1 (2) 2x TOP PLATE W/ !x4 SPF CONT. 2. MIN. (6)1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ WITHIN 10'-0" OF THE I (3) 12d END NAILS TO LAST STUD PROVIDE STANDARD 4-112" MIN, EMBED, W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2x6x12 P.T. SYP #2 CENTER (2) #5's VERTICAL IN TYPICAL TIE BEAM w/ 3000 psi HOOK 2"x2" SQUARE WASHER BUCK SEE PLAN FOR.WALL d � . CONC. w/(1) #5 REBAR CONT. I SIDES FROM TOP OF 112" J -BOLT w/ 5112" EMBED. FRAMING INFO -- ' 3/16" x 3 1/4" WALL WALL TO BOTTOM OF 2x P.T. SYP #2 NAILER wl (1) WASHERS & 5-1/2" MIN. a d `' �• STD HOOK d .. REQ'D LOCATIONS h 1/4"x2-3/4" TAPCONS @ 24" BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT (1) #5 IN TIE BEAM __... _.__. _�.. O.C. & 4" FROM ENDS WALL SCHEDULE d4 ' FURRING TO CMU W/ 2x FRAMING PER I BUCK, EA. SIDE OF OPENING. 1 1/2" OF OPENING ANCHOR NOT PERMITTED • LU ` PLAN (1) #5 BAR IN PRECAST MIN. CHORD WITH (4) 10d TO BE INSTALLED WITHIN MIN. 2x4 SPF #2 KNEE 2x4#2 SYP BLOCKING LINTEL _ 1 4" MIN, FROM 1-112" OF HEAD JOINT !x4 SPF CONT. TYPICAL FILLED CELL WITHIN 10'-0" OF THE I 16" O.C. W/ FACE OF CMU STRUCTURAL o4 w/ 3000 psi CONC. w/(1) (2) #5's VERTICAL IN STRUCTURAL W/ (2) 8d MIN. (6)112" DIAMETER 3/16" x 3 1/4" #5 REBAR VERT. GROUT FILLED CELL I SIDES FROM TOP OF J -BOLTS USING 2"X2" SQ. I , VERIFY w/ PLAN FOR 3/16" x 3 1/4" WALL WALL TO BOTTOM OF 2 WASHERS & 5-1/2" MIN. WALL TO BOTTOM OF d .. REQ'D LOCATIONS BEAM. ATTACHED PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO RADIUS AS REQ'D EMBED, AT EA. 2x6 P.T. DOOR N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE =� d NAILING SCHEDULE BUCK, EA. SIDE OF OPENING. m • LU Y O.C. MAX. w/ (4) 10d FIRST ANCHOR (BOTTOM & 2x4 #2 SYP RAT RUN CMU WALL PER PLAN CHORD WITH (3) 10d TOP) 8" MAX. ABOVE GARAGE O-, . 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 F.F. & 6" BELOW TOP OF THREADED ROD PER f g„ (1) #5 VERTICAL IN BUCK. SPACE REMAINING (4) EQ. SPACED z TITEN HD ANCHORS w/ GROUT FILLED CELL (IF f Uj ANCHORS @24" O.C. MAX PLANS. MIN. 6 FROM MIN. 1 "EMBEDMENT FOR HOLLOW REQ'D PER PLAN) END OF BRG. WALL/ BLOCK OR 3 1/2 EMBEDMENT FOR SOLID 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL r SYP #2 BUCK END,1 1/2" I BLOCK. MAX. 6" FROM TOP AND BOTTOM NOTE: SEE MD08 ON W w o'i OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ,,_ m w _ __ , ABOVE GARAGE F,F., EA. BASE PLATE FROM TOP AND BOTTOM AND 12" O.C. LINTEL PLAN FOR o m a W d ADDIT'L REBAR INFO 0° ¢ N c� SIDE OF OPENING CONNECTION PER BRG _..__.l ......_.•= ¢ - BETWEEN �.. � _..._..._.__. NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU .00 SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL fi'DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS D0 BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LINTI"' ''rn 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. E 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET 1/2"=1'-0" (MAX. 170C) 1/2"=V-0" 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER • FRAMING DETAILS FOR 7/16" O.S.B. EA. SIDE ADDITONAL INFORMATION :y (HEADER CAN BE EITHER UPSET OR DOWNSET) 2x BLK'G. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END EACH END HEADER PER —� LOCATION END VIEW W/ CMU NAI S (T P.) ON ARCH WINDOW FRAMING DETAILS TRUSSES PER PLAN @ "'--- 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD ---- CONNECTION NOTES EXT. SHEATHING ATTACHED -� PER NAILING SCHEDULE FROM 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. F1 KNEEWALL ABOVE MASONRY WALL �-- HEADER (SEE PLAt 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE 1 11=1 1-011 F01 DORMER FRAMING DETAIL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP F CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS °t BELOW AND CONNECT w/ HTS20 @ 32" O.C. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW a F 2x PLATES OVER H A ROOF DECK PER VALLEY K a FRAMING DETAIL DOUBLE TOP PLATE B <8SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR > RAFTER C COMMON TRUSS PER PLAN OR CONV. FRAMING w/ J STRUCTURAL SHEATHING PER PLAN AND ROOF E FINISH PER ARCHSFIN G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED M 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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL ��--- (2) 2x TOP PLATE (2) 2x PLATE ---'' 70 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I !x BUCKS, AT TOP AND SP1 CLIPS 1_ AT BASE ARE REQUIRED FO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP MIN. 2x4 SPF #2 KNEE---"'`�- CHORD WITH (4) 10d FROM TOP CHORD {2; MIN. 2x4 SPF #2 KNEE 2x4#2 SYP BLOCKING WALL WITH STUDS @ REQ'D @ TOP CHORC 1 WALL WITH STUDS @ !x4 SPF CONT. 16" O.C. W/ WITHIN 10'-0" OF THE (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 3LOCKING ATTACH TO STRUCTURAL 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN, FROM EDGE FOR BEAM SIZE STRUCTURAL W/ (2) 8d SHEATHING ON BOTH 3/16" x 3 1/4" 12" O.C. SHEATHING ON BOTH JAIL SIDES FROM TOP OF " (0). I SIDES FROM TOP OF 3/16" x 3 1/4" WALL WALL TO BOTTOM OF 2 BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE =� d NAILING SCHEDULE 70 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I !x BUCKS, AT TOP AND SP1 CLIPS 1_ AT BASE ARE REQUIRED FO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD {2; NAILS 2x4#2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORC 1 SCAB IN EACH TRUSS ATTACHMENTS ", WITHIN 10'-0" OF THE 1x8 IF NO WEB IS PRESENT SUPPLIED BY A/C 2 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN, FROM EDGE w a_ COMPANY 2x4 3/16" x 3 1/4" 12" O.C. (3) 10d NAILS TYPICAL 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR 3/16" x 3 /4" " (0). Z AT EACH TRUSS 3/16" x 3 1/4" 12" .C. Cr 2 STRUCTURE BY OTHERS IN THIS CASE. 2x4 'X' BRACE ACROSS W SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO • LENGTH OF --- 2x4 FRAMED CRICKET EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS =� d SHEARWALL m • LU MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. MAX. w/ (4) 10d NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CHORD WITH (3) 10d TOP AND BOTTOM MII O-, NAILS TO BOTTOM NAILS (2) BAYS PAST A/C 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID w LOCATION, MIN (3) BA GROUTED CMU. 2x4 BLOCKING LAP W/ (2) 16d NAILS 6. WINDOW OR DOOR INSTALLATION BY OTHERS + BETWEEN TRUSSES TO EACH TRUSS. TYP U_ TO TOP CHORD; NOTE TOENAILED TO EACH SIDE ILLI DOUBLE TOP PLATE w/ IF WALL HEIGHT IS 10d NAILS @ 4" O.C. • .W O STANDARD TRUSS - :;• ---_ — (4) 16d COMMONS TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER • d PLAN zWo KNEEWALL AT UPSET BEAM 3/4"=1'-0" I/SWUI\ PERP. SHEARWALL CONNECTION TO TRUSS I 601 A/C IN TRUSSES 3/4"'=1'-0" 3/4"=1'-0" W PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE NOTES: SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1. SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF 3/16" x 2 1/4" ", WITHIN 10'-0" OF THE 1x8 3/16" x 2 1/4" 12" Q.C. 2 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN, FROM EDGE w a_ �r 2x4 3/16" x 3 1/4" 12" O.C. 1 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR 3/16" x 3 /4" " (0). Z 2x8 3/16" x 3 1/4" 12" .C. Cr 2 OPENING SIZE AND NOTES: L Z H Q z O W 1. SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF 0 r r W WITHIN 10'-0" OF THE WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE W - NEAREST ROOF 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN, FROM EDGE w a_ �r OF BUCK. O EXT. SHEATHING ca 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR N_ U Z EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TOO O U) OPENING SIZE AND NOTES: L Z LOCATION PER PLAN 2x TOP OF CHIMNEY MIN. O (TYP) 1. SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF w r r W WITHIN 10'-0" OF THE WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 06 w z 1. I— z _ U- . Q GALVANIZED FLASHING NEAREST ROOF 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN, FROM EDGE w a_ MASONRY WALL PER OF BUCK. O EXT. SHEATHING PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR OV U ATTACHED PER EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TOO J U) P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. z W SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO • --- 2x4 FRAMED CRICKET EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS =� d STAGGERED @ 12" O.C, AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. m • LU MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. MAX. w/ (4) 10d U 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS O-, NAILS TO BOTTOM (FASTENING) ARE MET. LL 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID w _ GROUTED CMU. X I— 6. WINDOW OR DOOR INSTALLATION BY OTHERS + U_ TO TOP CHORD; NOTE 1/2"=11-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" J -BOLT OR THREADED ROD W/ SIMPSON SET -XP (2) 2x #2 SYP SEE PLAN EPDXY @ 32" O.C. & 6" FOR BEAM SIZE FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2"X 2" X 1/8" SQUARE WASHERS. 2x PT BOTTOM --- PLATE BUILDER FRAME RADIUS AS REQ'D 3/4"= 1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END PRE -MANUFACTURED _ --- FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. a�as' CLEAR BETWEEN FLUE&FRAME TOP OF CHIMNEY MIN. 2'-0" ABOVE A POINT w r r W WITHIN 10'-0" OF THE W 06 w z 1. I— z _ U- . Q GALVANIZED FLASHING NEAREST ROOF /� V Q 0 , E J I^- U) c EXT. SHEATHING 1 SPH4 EVERY () Z Q=rjl—Z E ATTACHED PER OTHER STUD TO J W 0 NAILING SCHED, DOUBLE TOP PLATE �� N Q Uw IF OPENING PROVIDED z • --- 2x4 FRAMED CRICKET 2x4 VERTICAL @ 24" PER PLAN) d C W ' • LU W/ GALVANIZED O.C. MAX. w/ (4) 10d U M WALL w/ STUDS @ 16" FLASHING NAILS TO BOTTOM Z O.C. w/ STRUCTURAL I- _ CHORD & (3) 10d NAILS ' O I— SHEATHING FROM + TO TOP CHORD; NOTE TOP OF WALL TO U ILLI IF WALL HEIGHT IS BOTTOM OF WALL.W • .W O :;• ---_ — (4) 16d COMMONS BETWEEN 4FT & 8FT, • d * zWo NAILED @ EACH END USE 2x6 SYP #2 STUDS+ t -j m i + WO GALVANIZED FLASHING o �0..F 2x4 BLOCKING W/ (2) 16d COMMONS END 2x4 BLOCKING W/ (2) + ++ NAILED TO VERTICAL 16d COMMONS END DRAFTING: j-STRUCT. JB / DJ 2x4's NAILED TO VERTICAL JOB No. TM - 217071 SCALE: AS INDICATED 2x4's + 07/27/17 + TRUSS PER PLAN MO CHIMNEY FRAMING DETAIL 3/4"=1'-0"' Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & AS Uj V STRUCTURAL ®®° ®®®®° ®®� 00 SHEATHING m� °®®� !� Z TYP. TRUSS TO FRAME ®� ® J CONNECTION PER ; �, STD. CONNECTOR :-� w Q NOTES °®°°°� al ° ® � � FRAME OUT TO BLOCK ® °°®®O° �, �' O EDGE ®®®�fill PRECAST LINTEL OR -- OTHERWISE SP2 CLIPS O Z KNOCK OUT COURSE AT TOP AND SP1 CLIPSFn `' AT BASE ARE REQ'D O 0 MASONRY WALL 6FOkKNEEWALL OVER MASONRY WALL RE. ELEV FOR O.H. r. d CONC, SLAB - •� + `. SEE FOUNDATION PLAN FOR MORE INFO I ISI i SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL ONE STOR SOCIATES, LLC is strictly prohibited. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION i1 . TOP OF MASONRY `-•r SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) Fy WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN 3/4"=1'-0" U) a�as' z i (/5 o J w r r W W 06 w z 1. I— z _ U- . Q (2) 2x TOP PLATE CL /� V Q 0 , E J I^- U) c OU Z Q=rjl—Z E FORXBEAM SIZE (ONLY J W 0 �� N Q Uw IF OPENING PROVIDED z • M PER PLAN) d C W ' • LU MIN. 2x4 SPF #2 KNEE V U M WALL w/ STUDS @ 16" w Z O.C. w/ STRUCTURAL I- ' O I— SHEATHING FROM TOP OF WALL TO U ILLI BOTTOM OF WALL.W • .W O :;• ATTACHED PER O • d NAILING SCHEDULE zWo IX t -j m PRECAST LINTEL OR -- OTHERWISE SP2 CLIPS O Z KNOCK OUT COURSE AT TOP AND SP1 CLIPSFn `' AT BASE ARE REQ'D O 0 MASONRY WALL 6FOkKNEEWALL OVER MASONRY WALL RE. ELEV FOR O.H. r. d CONC, SLAB - •� + `. SEE FOUNDATION PLAN FOR MORE INFO I ISI i SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL ONE STOR SOCIATES, LLC is strictly prohibited. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION i1 . TOP OF MASONRY `-•r SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) Fy WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN 3/4"=1'-0" SD2 J z i (/5 o J r r W W 06 w z 1. I— z _ U- . Q Q /� V Q 0 , E J I^- U) c QOOa-v 8 to Z Q=rjl—Z E z � p 0 Y J W �1—Nf¢— CL �� N Q Uw 0z M C W J • LU 11 SD2 s i O J 114'i 11 U M Z C ZO~O. ' O I— ILLI oC .W O 1 �W IX t -j m i �UUj >- WO o �0..F STRUCTURAL ENG: BED/ BAD DRAFTING: j-STRUCT. JB / DJ QC CHECK. AML JOB No. TM - 217071 SCALE: AS INDICATED • DATE: 07/27/17 SD2 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" CONTRACTOR TO FIELD VERIFY WHICH O.C. NOTE: ALL GABLE CONDITION IS REQUIRED. CONTACT EOR BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE 9'-4" < H614'-0" TRANSITION FROM A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d WALL TO GABLE TRUSS BOT. CHORD GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. TRUSS ( QO�� c DOUBLE 2x TOP PLATE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" FASTEN SIDE WALL ROOF SHEATHING CLG. NAILING SURFACE SHEATHING PER PLAN. 2x4 SYP #2 BRACING @ PER PLAN (5) 16d NAILS BRACE �u TO BLOCKING MAX. EXT. SHEATHING; = W ATTACH PER PLAN )P TOENAILS EA. END J FRAME WALL CONNECTION X io ��� Z W Q N ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** tB GABLE END @FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2"-0") w/ (2) 16d END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES 11 U RAKED DOUBLE TOP -- PLATE CEILING NAILER AS " REQ D 2x8 #2 SPF STUDS @ —' 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN ' GABLE END @ VAULTED CEILING 3/4"=1'-0" � FIELD FRAMED VALLEY DETAIL V-9" MAX. i CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8” CONDITION IS REQUIRED. CONTACT EOR W (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d BRACE TO PLATE TRUSS BOT. CHORD GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 3 1/4" HOLD 1/2" J -BOLTS w/ ( QO�� c STUD TOP & BOTTOM PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" EACH END.AT 24" O.C. ROOF SHEATHING CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ PER PLAN EACH END AND 32" O.C. 24" O.C. FOR FALSE BM �u NAILS @ EA. END. MAX. ATTACHMENT w/ (3) 10d = W z TOENAILS EA. END J PROVIDE 16d NAILS X io ��� Z W Q N -� GABLE END TRUSS r ¢ M 2x TOP PLATE TO BLOCK ADJ. BAYS @ PLT.@12" O.C. MAX. .4 z U GABLE END W/ 16d �I (2) 16d TOE NAILS o m NAILS @ 6" O.C. 4- — SIMPSON H2.5(TYP.) 0 FRAMING FOR FALSE � I_ SHEATHING TO BLOCKS tN/ 8d NAILS @ CMU WALL OR LINTEL HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) SHEATHING PER PLAN BELOW 10d NAILS @ EA. TRUSS OWp. DOWN FOR BRACE • Z TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ \H2.5CLIP. MAX 2'-0" O.H. OUTLOOKER #5 CONT. SINGLE BASE & TOP 2x4 LEDGER W/ (2) 10d nni PLATE w/ PLYWOOD FALSE BM PER PLAN — HEADER PER PLAN IF SHEATHING COVERING IF REQ'D NAILS @ EACH WEB CMU WALL CONNECTION CLEAR SPAN CONNECTION REQ'D. MIN (1) JACK & ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** tB GABLE END @FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2"-0") w/ (2) 16d END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES 11 U RAKED DOUBLE TOP -- PLATE CEILING NAILER AS " REQ D 2x8 #2 SPF STUDS @ —' 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN ' GABLE END @ VAULTED CEILING 3/4"=1'-0" � FIELD FRAMED VALLEY DETAIL V-9" MAX. i GABLE BRACING CHART WHERE O.H. IS > 1'4", DROP GABLE BRACING + UP TO 4'-8” NO BRACE REQUIRED W (1) 2x4 BRACE 7'4" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d M AIN SPAN ROOF — (2)16d NAILS PLT, TO GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d ( QO�� c STUD TOP & BOTTOM LSTA18 OR MTS 12 @ EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. SHOWN, SEE PLAN PER PLAN 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. DTC CLIP, (2) 8d NAILS Q J W ct V Q QJ W INTO BLOCKING, (4) 8d END NAILS @ EA. ��� Z W Q N 2x4 #2 SYP P.T. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ W I) BLOCKING @ 24" O.C. (2) 16d TOE NAILS W — SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SHEATHING TO BLOCKS tN/ 8d NAILS @ ONNECT TO DROP GABLE WITH EA,DIAG. AS SHOWN. SHEATHING PER PLAN @ EACH END r OWp. DOWN FOR • Z E 'D) (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) \H2.5CLIP. MAX 2'-0" O.H. OUTLOOKER FASTEN ROOF _❑ o7 2x4 LEDGER W/ (2) 10d nni — HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. W TRUSS PER PLAN Z ---- EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. CL BLOCKS w/8d NAILS SEE ELEV. FOR STUDS TYP. BASE STRUCTURAL ENG BED / BAD @ 6"" O.C. O.H. SIZE TO BOTTOM CONNECTION -STRUCT: JB / DJ QC CHECK AML � — SHEATHING PER PLAN CONT. 2x4 0 16" O.C. — 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EA. .' DTC CLIP, (2) 8d NAILS 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 ' ` '' ' WHERE O.H. IS > V-0", ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN .� 2x4 DIAGONAL BRACE 6" FROM EACH END DROP END GABLE w/ z STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING @ 48" O.C. TO 3RD OUTLOOKERS @ 24" \ BAY REQ'D w/ O.C. TO RUN BACK TO p O STRONGBACK, SEE 1 ST COMMON TRUSS W \ CHART WITH (3) 12d TOENAILS: L GABLE BRACING (+) CONNECT TO DROP o SEE CHART GABLE WITH H2:5 CLIP. O MAX 2'-0" O.H. U PROVIDE 2x4 BRACE _ Z W TO EA, ADJ. DIAG. - FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D --`'�� CONT. 2x4 -� -3 16d NAILS. PER CHART 2x4'S @ 24" O.C. (5) 16d NAILS BRACE GABLE BRACING @ 48„ Q _ TO BLOCKING GABLE END O O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE SHEATHING FASTEN U - _ FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D w 45° PER PLAN. 16d NAILS, U - GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8” NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE 7'4" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF I VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ I 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 I 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 JP VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE TTRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLANLINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL O `�_------ SIMPSON H10A DIAG. O TO BLOCKING 00 Lei — PROVIDE 2x BLOCKING GABLE BRACING @ 48" z 32" O.C. GABLE TRUSS FOR NAILING U„ 40 � ei� Q Cj O.C. MAX. 450 FROM 2x4 BLOCKING (2) 12d M AIN SPAN ROOF — (2)16d NAILS PLT, TO FOR NAILING ° 1 ® 0. �❑ J NAILS, TOENAILED @ ( QO�� c STUD TOP & BOTTOM LSTA18 OR MTS 12 @ EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. SHOWN, SEE PLAN PER PLAN TO STUD) S • Z TRUSS PER PLAN DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d J W ct V Q QJ W INTO BLOCKING, (4) 8d END NAILS @ EA. ��� Z W Q N 2x4 #2 SYP P.T. W Q U 2 NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS W — SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER a = — HOLD WALL 3-1/2" @ EACH END r OWp. DOWN FOR • Z DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d nni — HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & O --- TRUSS PER PLAN Z ---- EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. CL FROM TOP OF WALL LSTA18 HEADER TO STUDS TYP. BASE STRUCTURAL ENG BED / BAD W W TO BOTTOM CONNECTION -STRUCT: JB / DJ QC CHECK AML 2x8 #2 SPF STUDS AT — SHEATHING PER PLAN ,: i JOB No. 16" O.C. — 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EA. .' DTC CLIP, (2) 8d NAILS 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. & CENTERED BETWEEN 6" FROM EACH END LSP�CEDELwLTI STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF I VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ I 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 I 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 JP VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE TTRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLANLINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL O `�_------ SIMPSON H10A DIAG. O TO BLOCKING 00 ®/® °°assess®a J SEE PLAN FOR SUPPORT AND TIE ci)®I® 1V D®®®®® m DOWN OF JACK W TRUSSES a PROVIDE BLOCKING BETWEEN TRUSS BAYS 0 0 @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN Z {,0 CONNECTION DETAIL M FOR (FRAME WALL SHOWN; `t N CONNECT ONS MAY ALSO BE M o MASONRY) w f� r ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q w' C - _ 0 Z o LL 8 O C3, a) 04' U z n. GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED, FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED Win TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE02/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i SIMPSON META16 @ Lei ` ,0 ® ®a a°°®®� ®� J Z '6°� GABLE BRACING @ 48" z 32" O.C. GABLE TRUSS ' '-- PROVIDE 2x BLOCKING U„ 40 � ei� Q Cj O.C. MAX. 450 FROM M AIN SPAN ROOF WOOD WALL FOR NAILING ° 1 ® 0. �❑ J HORIZONTAL (+/- 10°)�- ( QO�� c UPLIFT CONNECTOR LSTA18 OR MTS 12 @ ®+ Z W< lopa ❑ BRACE NOT REQUIRED MASONRY WALL SHOWN, SEE PLAN °a® ® C)""� Q 10°®a 6' FROM EAVES. S • Z TRUSS PER PLAN a®a >- O ®/® °°assess®a J SEE PLAN FOR SUPPORT AND TIE ci)®I® 1V D®®®®® m DOWN OF JACK W TRUSSES a PROVIDE BLOCKING BETWEEN TRUSS BAYS 0 0 @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN Z {,0 CONNECTION DETAIL M FOR (FRAME WALL SHOWN; `t N CONNECT ONS MAY ALSO BE M o MASONRY) w f� r ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q w' C - _ 0 Z o LL 8 O C3, a) 04' U z n. GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED, FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED Win TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE02/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i SIMPSON META16 @ Lei J z 32" O.C. GABLE TRUSS e - W a rn TO MASONRY. AT M AIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE ( QO�� c UPLIFT CONNECTOR LSTA18 OR MTS 12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY GABLE END AT VALLEY FRAMING NOT USED 1/2"=1'-0" �, / 3/4"=1'-0" 1/2"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=11-011 SD3 Lei J z j e - W a rn r j �J0LU E 06 wZ(0-j0) W V ( QO�� c 0 Z 01'009°0 c 1 � H fn�I. Z) 0 0 2 J S • Z ZQUIZ E Z J W ct V Q QJ W Z ��� Z W Q N l )� W Q U 2 > W W = LU > W a = r OWp. • Z wpm nni U O y_� SD3 Lei J v� rr V M � • Z i' Zp0 i 0 Q J W > W r OWp. • Z wpm U O y_� W >- W O --- ' O CL CL STRUCTURAL ENG BED / BAD DRAFTING -STRUCT: JB / DJ QC CHECK AML i JOB No. TM - 217071 SCALE: AS INDICATED DATE: 07/27/17 SD3 NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.G. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE WAP PLATE RTO TO BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT NEL W/ (2) 10d NAILS INSTALL SIMPSON TOP PLATE. ATTACH PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ PANAILING O.C. (FOLLOW O.C.O. ^ NAILS TYP. TOP &BOT. (SOLID BLOCK W/ 24) REQUIREMENTS THIS ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP _ (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d PLATE SPLICE WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND .• ti • . AGAINST 2x$ STUDS ATTACHED PER MiN (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 TOP SPLICE BOTTOM SPLICE OVER ---'``-- I I I DOUBLE 2x8 TOP —� V STUD PLATE FO TYPICAL TOP PLATE SPLICE (&- BRG. WALL 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 0 2 1/2" z W 1 1/2" z w fV N r N N `' N 10d x 3" COMM( TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 0 z Q a Co OUTSIDE (2) 2x4's C 0 z U 4 u7 0o W Z Q EDGE DISTANCE w PER VV1L 0 W W 10d x 3" d` INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 3/4"=1'-0" % 1-1/2"=1'-0" 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN NOTE: SOFFIT FRAMING &LEDGER NOT BEYOND /1INSTALLED VERTICALLY. 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 c� 7 AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY z SOFFIT MANUFACTURER'S SPECIFICATIONS. — — — — — — w z H (1) ROW OF 8d COMMON NAILS 3" O.C. aI 'A' = NAIL SPACING OV SG, OV SC, ROOF SHEATHING, IF — 6 — — - FF— — - - I Iy 4' u- O NAIL NAILS T TOP O PLATE USING (2) ROWS OF 8d COMMON x�FR��A TO 2�< zqA TO FASTEN PER PLAN II (( I I a u7 @ 1/2" A 1/2" �(',Tti TRU ROOF SHEATHING, GTy TRU I I II I I I I a O I- U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d up SS FASTEN PER PLAN OP SS - U z COMMON NAILS @ 3" O.C. — -- Oy �h� III III I I II I WALL SHEATHING O = O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL a 2x4 FRAMING @ 24" III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" DETAIL. MAX 1/8" g O.C. MAX. III OPENING III I I I I II SPACE BETWEEN w LLI 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" O DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 4 w ~ COMMON NAILS @ 3" O.C. PROVIDE (4)10d x3" NAILS AT JOINT III III I I PANELS _�� @ 4" O.C. 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT III 3 I I I I I I I O PER -ENG TRUSSES HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III TYP. III 11 II II 0 STUD PER PLAN "" O.C. 4 ILO TOP &BOTTOM @ \ III AROUND III I I I I I ( 2x STUDS BEYOND, 1- 2 SHEATHING SPLICE, OPENINGSEE PLAN FOR MORE u- 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES III III II II II ca 4 �- PER PLAN 2x FASCIA INFO I- O VERTICAL MEMBER IF GABLE END SHEATHING & 2x FASCIA PER PLAN III71--71— CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS OVERLAP TOP PLATE JOINT, MAX. 118" GAPLEDGER w 7-; IIII I I I I IIII I I I I L I NAILING PER U) ll� AT CORNER 10d x 3" COMMON OPP. II II II0 2x4 BLOCKING PLACED _ o 0 FLATWISE (2) 16d II�®Ilo � �����Lm NAILS EACH END SPLICE DETAIL SIDE N SHEATHING fiF1 TYPICAL SCAB OVERHANG — — Q O.C. MAX.; O z ILO '� MORE INFO & NAIL BOTTOM PLATE O PRE-ENGINEERED x 2 3/4" TAPCONS @12" U_ Q CUT TO FIT 2x BOTTOM PLATE 1 TO EACH PLY OF BUILT z CONNECTION OPENING SIZE BEYOND SEE PLAN 01 UP COLUMN BELOW W/ o (2) 2x TOP PLATE F1 EXTERIOR SHEATHING SCHEDULE CD - ++ XX x x (2) 10d NAILS � @ EACH STUD 12d NAILS @ EACH END 00 2x12 BOX HDR w/ 2x8's co n TOP & BOT., 2x8 TO TOP PLATE CORNER TRANSITION 2x8 #2 SPF VERTICAL PRE-ENGINEERED � (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 0 z Q a Co OUTSIDE (2) 2x4's C 0 z U 4 u7 0o W Z Q EDGE DISTANCE w PER VV1L 0 W W 10d x 3" d` INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 3/4"=1'-0" % 1-1/2"=1'-0" 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN NOTE: SOFFIT FRAMING &LEDGER NOT BEYOND /1INSTALLED VERTICALLY. 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 c� 7 AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY z SOFFIT MANUFACTURER'S SPECIFICATIONS. — — — — — — w z H (1) ROW OF 8d COMMON NAILS 3" O.C. aI 'A' = NAIL SPACING OV SG, OV SC, ROOF SHEATHING, IF — 6 — — - FF— — - - I Iy 4' u- O NAIL NAILS T TOP O PLATE USING (2) ROWS OF 8d COMMON x�FR��A TO 2�< zqA TO FASTEN PER PLAN II (( I I a u7 @ 1/2" A 1/2" �(',Tti TRU ROOF SHEATHING, GTy TRU I I II I I I I a O I- U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d up SS FASTEN PER PLAN OP SS - U z COMMON NAILS @ 3" O.C. — -- Oy �h� III III I I II I WALL SHEATHING O = O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL a 2x4 FRAMING @ 24" III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" DETAIL. MAX 1/8" g O.C. MAX. III OPENING III I I I I II SPACE BETWEEN w LLI 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" O DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 4 w ~ COMMON NAILS @ 3" O.C. PROVIDE (4)10d x3" NAILS AT JOINT III III I I PANELS _�� @ 4" O.C. 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT III 3 I I I I I I I O PER -ENG TRUSSES HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III TYP. III 11 II II 0 STUD PER PLAN "" O.C. 4 ILO TOP &BOTTOM @ \ III AROUND III I I I I I ( 2x STUDS BEYOND, 1- 2 SHEATHING SPLICE, OPENINGSEE PLAN FOR MORE u- 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES III III II II II ca 4 �- PER PLAN 2x FASCIA INFO I- O VERTICAL MEMBER IF GABLE END SHEATHING & 2x FASCIA PER PLAN III71--71— CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS III II II I JOINT, MAX. 118" GAPLEDGER w 7-; IIII I I I I IIII I I I I L I NAILING PER U) �� IIII I I II IIII II II II0 2x4 BLOCKING PLACED _ o 0 FLATWISE (2) 16d II�®Ilo � �����Lm NAILS EACH END SPLICE DETAIL �U_ N SHEATHING fiF1 TYPICAL SCAB OVERHANG — — Q O.C. MAX.; 0 0 ILO '� MORE INFO & — — — FLOOR SYSTEM — PRE-ENGINEERED x 2 3/4" TAPCONS @12" U_ REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS CUT TO FIT 2x BOTTOM PLATE 1 DESIGNED FOR CONNECTION CONNECTION OPENING SIZE BEYOND SEE PLAN 01 SHEATHING DIAGRAM 2x BLOCKING W/ (2) (2) 2x TOP PLATE F1 EXTERIOR SHEATHING SCHEDULE ++ XX x x 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS SHEATHING PER PLAN JOINT, MAX. 118" GAPLEDGER PER PLAN TO LEDGER OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS TO STUDS OR BEAM w/ 2x4 PT LEDGER W/A -_ 2x4 LEDGE 16d \ NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16"R O.C.) MEMBERS ONLY SCHEDULE O.C. PLAN PLAN NAIL PER PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE FLATWISE (2) 16d SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. NAILS EACH END SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL SHEATHING fiF1 TYPICAL SCAB OVERHANG DOZ LEDGER @ LOW ROOF O.C. MAX.; NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF MORE INFO & MORE INFO & NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS O.C. MAX. 3/4"=1'-0" DESIGNED FOR F1 SECTION @ DOUBLE BEARING 3/4""=1'-0"" CONTRACTOR MAY ELECT 70 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 POST TO BEAM PLAN VIEW @ TOP OF POST - PT POST PER PLAN ABU POST BASE PER PLAN 0 5/8" THREADED ROD w/ • o• NUT SET IN ADHESIVE + a a II. v a SEE FOUNDATION PLAN FOR ADDITIONAL �U� ,9 INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING 3/4"=1'-01" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/"' SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALLJTRUSS (2) 1/4" X 3%"' SIMPS, SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SEE ROOF SHEATHING, SHEATHING PER PLAN 2x4 SYP #2 LEDGER. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS TO STUDS OR BEAM w/ 2x4 #2 SPF (2) 1/4" X 4'/z" SIMPS. MEMBERS ONLY SDS SCREWS @ 16" PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. w/ (2) 1/4" X 3'%" SIMPS. ,4.4' MAX.L SDS SCREWS @ 16" DOUBLE TOP PLATE FASCIA PER O.C. MAX.; Z MORE INFO & MORE INFO & w/ (2) 16d END NAILS SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ++ XX x x @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's n TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED � SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT @ 24" O.C. w/ EXT. SHEATHING PER 2x4 #2 SPF BLOCKING @ 24" O.C. ROOF TRUSS - SEE (22) 10d NAILS (ALL CORNER CONDITIONS z 15WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS FRAMING PLAN FOR EXTERIOR SHEATHING STRAP AROUND a- 0 LINTEL w/ (2)ROWS OF + ++ + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR SPACING NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & 14..' SEE PLAN FOR 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @CONNECTION xx CONNECTION STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL 4' + + 2x BRG WALL, SEE i i --- TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL FOR MORE INFO PLAN FOR STUD SIZE & D m SEE FLOOR PLAN FOR i LINTELS TRUSS LINTELS SPACING. MIN (2) 2x UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. '° SHEATHING PER w/ (2) 1/4" x 3 1/2" kNCE PER ..' w/ (2) 1/4" x 3 1/2" :. NAILING SCHEDULE & " 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER SIMPSON LSTA24 EACH VERTICALLY VERTICALLY STUD ATTACH 2x TO W 2x6 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD SPACING. MIN (2) 2x STAGGERED @ 8" O.C. ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR BUILDER BUILDER BUILDER BUILDER U.N.O. CONNECTION e,Y �' n-•rr•% /1 Mr—Ar3IAIt% rMAKAG \A/AI I i64 n)\ uGnnl=Q net pnr1<1=-r qI I:nFR w/ TRANI.gC) l /16R�02 HEADER an. POCKET SLIDER W/ TRANSOM /F S 3\ HEADER (a- POCKET SLIDER SO4 HEADER @ POCKET SLIDE F1 SECTION @ DOUBLE BEARING 3/4""=1'-0"" CONTRACTOR MAY ELECT 70 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 POST TO BEAM PLAN VIEW @ TOP OF POST - PT POST PER PLAN ABU POST BASE PER PLAN 0 5/8" THREADED ROD w/ • o• NUT SET IN ADHESIVE + a a II. v a SEE FOUNDATION PLAN FOR ADDITIONAL �U� ,9 INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING 3/4"=1'-01" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/"' SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALLJTRUSS (2) 1/4" X 3%"' SIMPS, SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP --- SHEATHING PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ CONV. FRAMED (2) 1/4" X 4'/z" SIMPS. MEMBERS ONLY SDS SCREWS @ 16" Z Q O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'%" SIMPS. ,4.4' MAX.L SDS SCREWS @ 16" FASCIA PER O.C. MAX.; Z COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR 0 SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL NOT USED 1/2"=11-011 1/2"=11-011 \ 1/2"= 1'-0" 3/4"=1'-0" 1 /2"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. --- R 0 N_ Z Q Z 0 0 n O � U 0 10d x 3" OPP. SIDE (0 Z W 0 0 D m kNCE PER 0 LL. w W ry LL. 0- U) ��a®• ®• �°�V®®/ w M � ®• �. L C= w pow p ® Z ROOF SHEATHING, 0 U FASTEN PER PLAN : v® e• .� --� 1 A r! e®�® rY M w W 2x4 #2 SYP CONT. w/ (2) —1 16d COMMON NAILS 0 O EA. STUD OR TRUSS 0 MEMBER, TYP. (MAX. 24" O.C:). IF MASONRY, Z 1/4" TAPCONS `) co USE (2) {�'a`j "'''"^�� N w/ MIN. 2" EMBED. @ O 0 24" O.C. W `- Q''�...0 TRUSS PER PLAN U "' O O ` w U m Z*�3 0► U WOOD/MASONRY WALL OR TRUSS, SEE > 0� PLAN (TRUSS SHOWN) 8 CL U LLi W D H H cn Z O x h p b �d W oo -Owm E 06 q U W UZu7�� a. C� Q 0 Uc i z 0Pa6 _ co F- LU (1) I_ _j Zmo g 2x8 TO UNDER SIDE OF _ Z Q= F_ UJ z E ROOF SHEATHING O w < Lu Z _ W W 0 5 2 � Z W N J OwNQ 2x8 #2 SPF VERTICAL H Q U @ 24 O,C. w/ EXT. 0 W SHEATHING PER 0 ♦ n NAILING SCHEDULE & Q W (4) 12d NAILS EACH TRUSS MEMBER (TOP 0 = AND BOTTOM CHORDS LU ALONG W/ WEBBING) O CL 2 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 0 Z O z ° W H L0 V M tl Z1 Z IIS F- z 0 Q U)0 PJ tnQLLI 0 J 0 1 o 0 W 0 Uj LIZ_' O m Q U ��� ter• W ate= W p F- 0. 1 -- -D D H m STRUCTURAL ENG: BED / BAD Q DRAFTING: H Z W -STRUCT: JB/DJ - QC CHECK: AMLUj JOB No TM -217071 SCALE: AS INDICATED DATE: 07/27/17 SD4 I 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 - DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEEREDOR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP -SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS ' NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS J W Q t -- N <L CONNECTIONS ' SIMPSON MSTAM36 DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER z FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1 O SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER <4 s x1-1/2" @ 24" O.C. (USE <4 x1-1/2" @ 24" O.C. (USE z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 FT SP6 @ 2x6 STUDS & Uj Uj (� USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP$ @ 2x8 STUDS) F- MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP LU (2) 2x SPF TOP PLATE BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN O V INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN S 3", THEN RUN DOWNU) 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER- SEE 2ND O K W FLOOR PLAN FOR MIN . PRE -ENG. FLOOR HEADER FLOOR PLAN FOR MIN. HEADER p O (IF TITENS ARE NOT IN HEADER SIZE & REQ'D SYSTEM - IF NO FLOOR HEADER SIZE & REQ'D LINTEL COURSE OR ' EXTERIOR SHEATHING JAMB STUDS SYSTEM INSTALL INTO FILLED CELL USE (1) SIMPSON LSTA30 \ JAMB STUDS m FROM TOP OF WALL KNEEWALL & PROVIDE 114" X 1 3/4"TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING U.N.O. ® FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL D FRAMING PLAN FOR PER PLAN UNDER COLUMN �� :.�. IF HEADER 15 UPSET TO BOT. RIBBON, NAIL PLAN U.N.O. O ABOVE CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN PROVIDE SOLID IF HEADER IS UPSET U- BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 O AND WINDOW IS LOWER: (1) 2x SILL _ W. FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 Od TOENAILS. EXT, PLATE w/ (2) 1 Od NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TOENAILS. EXT, TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE fi—s'4TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 10d HEADER OPENINGS z LESS THAN 4FT:(1) 2x Q, BARRIER (FELT PAPER „_ „_ ,� TOE NAILS AT EA. END TOENAILS. OPENING®,� u.i �,� OR SIM) IS PROVIDED 3/4 -1 -0 314 -1 -0 •® SILL PLATE w/ (2) 1 Od ®®®®® J, OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) � � ® °®• �L °° D- '�' WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING ® �.� •®® ®�� ` LLi w LARGER THAN 4FT: 2co REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS (} • r� Z BUILT-UP COLUMN 2x SILL PLATE w/ A35 4- _ ,,, �- SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO co 4 � V INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 1 O TOENAILS STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x �� 0: .� J BEARING WALL PER AArA FLOOR W/ 14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16" O.C. ® ,� PLAN BEYOND. ( NAILS @@8 O.C. THEN w/ 2 10d TOENAILS i ®• � �� W Q SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ T&B STUDS 16 O.C. ( ® • ��,®�� _j Q 0 SHEATHING REQ'D O ® •® ®• o°^ D T&B PLYWOOD •®®®®•®• COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4 ) ATTACH SILL w/ (2) 10d SHEATHING REQ'D ® P�®®� `� >- 0 MID -WEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END T&B)®AA A��� 1®®0� PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G to w 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 W ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER a. COL' SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 0 U CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' U 0 2 -STORY WALL NAILS (2) SIMPSON LSTA18 SECTION FOR MORE STRAPS CENTERED @ LI TITENS ARE NOT IN (2) SIMPSON META16 FLOOR W/ (14) 10d LINTEL COURSE OR 0 \ Z 4' � SIMPSON LSTA30 w/ FLOOR TRUSS TO 2x TOP &BOT. ( ) 1 Od \ Q " `' co INFO. NAILS INTO FILLED CELL USE RIBBONS, CONT. ABOVE PLOATE U.N.O. ( o 1/4 X 1 3/4 TITENS) REFER TO MASONRY WALL FOUNDATION PLAN (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/ OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS — MASONRY WALL PER SYSTEM IS 1$" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. 1F WF021 STOPPING AT 1000 SQ PLAN SINKERS AND (14) %4'X2 %a" TITENS t0 MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D FLOOR SYSTEM DRAFT MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO .� FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALLfiSO,�TYPICAL TWO STORY COL. GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION @ 2nd FLOOR WD. HD. HT. BE 1/2" GYP BOARD OR 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PERSHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER 16" O.C. TOP AND NAILING SCHEDULE SHEATHING PER PLAN PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE ATTACH PER NAILING 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 SCHEDULE, POWERS STEEL SILL TYP. @ ALL WINDOWS „ SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM 48 O C W/ (2) 12d SPACING AND GRADE TOP OF TOP PLATE TO EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. o' -a° co @ AND SEE ARCH PLAN TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER 3/4"= 11-0" BOTTOM PLATE. ♦^ TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN O z0 TOPPING INFO r r - W QJOwcm E 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x (MAX)( ) BOTTOM PLATE W/ 2x BLOCKING FOR SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ DECKING ATTACHED PER (>'' Q 0 CO- c z 0 =o(,� Ito BEARING WALL PER PLAN 0 AGAINST TRUSS (2) 12d @ 12" O.C. ~ (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. LOADING) W/ LUS26 OR LUS46 TO LEDGER w VERTICAL @ 48" O.C. W/ (3) 12d NAILS EACH ' CONDITION TOENAILS EA. END 2x SYP #2 RIBBON (MIN �"'�N�-� O N a O DOUBLE BOTTOM +1: PRE -ENG FLOOR END ~ N 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) I j PLATE W TRUSS OR FIELD W 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM cn O o (2) H5 EA. FLOOR 011111111011 FRAME 2x4 KNEE 16d NAILS; BOTTOM TO E PT IF TRUSS TO DOUBLE �•, WALL, STUDS @ 16" RIBBON TO BE PT IF BRG DIRECTRIBBON LY ON Ln >- W OLU BOTTOM PLATE, SLIT �.� SYS, 42 FLOOR O.C. W/ (2) 16d NAILS @ SEE BRG DIRECTLY ON CMU CONNECTIONS ' SIMPSON MSTAM36 DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER z FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1 O SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER <4 s x1-1/2" @ 24" O.C. (USE <4 x1-1/2" @ 24" O.C. (USE z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 FT SP6 @ 2x6 STUDS & Uj Uj (� USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP$ @ 2x8 STUDS) F- MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP LU (2) 2x SPF TOP PLATE BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN O V INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN S 3", THEN RUN DOWNU) 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER- SEE 2ND O K W FLOOR PLAN FOR MIN . PRE -ENG. FLOOR HEADER FLOOR PLAN FOR MIN. HEADER p O (IF TITENS ARE NOT IN HEADER SIZE & REQ'D SYSTEM - IF NO FLOOR HEADER SIZE & REQ'D LINTEL COURSE OR ' EXTERIOR SHEATHING JAMB STUDS SYSTEM INSTALL INTO FILLED CELL USE (1) SIMPSON LSTA30 \ JAMB STUDS m FROM TOP OF WALL KNEEWALL & PROVIDE 114" X 1 3/4"TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING U.N.O. ® FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL D FRAMING PLAN FOR PER PLAN UNDER COLUMN �� :.�. IF HEADER 15 UPSET TO BOT. RIBBON, NAIL PLAN U.N.O. O ABOVE CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN PROVIDE SOLID IF HEADER IS UPSET U- BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 O AND WINDOW IS LOWER: (1) 2x SILL _ W. FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 Od TOENAILS. EXT, PLATE w/ (2) 1 Od NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TOENAILS. EXT, TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE fi—s'4TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 10d HEADER OPENINGS z LESS THAN 4FT:(1) 2x Q, BARRIER (FELT PAPER „_ „_ ,� TOE NAILS AT EA. END TOENAILS. OPENING®,� u.i �,� OR SIM) IS PROVIDED 3/4 -1 -0 314 -1 -0 •® SILL PLATE w/ (2) 1 Od ®®®®® J, OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) � � ® °®• �L °° D- '�' WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING ® �.� •®® ®�� ` LLi w LARGER THAN 4FT: 2co REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS (} • r� Z BUILT-UP COLUMN 2x SILL PLATE w/ A35 4- _ ,,, �- SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO co 4 � V INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 1 O TOENAILS STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x �� 0: .� J BEARING WALL PER AArA FLOOR W/ 14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16" O.C. ® ,� PLAN BEYOND. ( NAILS @@8 O.C. THEN w/ 2 10d TOENAILS i ®• � �� W Q SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ T&B STUDS 16 O.C. ( ® • ��,®�� _j Q 0 SHEATHING REQ'D O ® •® ®• o°^ D T&B PLYWOOD •®®®®•®• COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4 ) ATTACH SILL w/ (2) 10d SHEATHING REQ'D ® P�®®� `� >- 0 MID -WEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END T&B)®AA A��� 1®®0� PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G to w 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 W ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER a. COL' SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 0 U CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' U 0 2 -STORY WALL NAILS (2) SIMPSON LSTA18 SECTION FOR MORE STRAPS CENTERED @ LI TITENS ARE NOT IN (2) SIMPSON META16 FLOOR W/ (14) 10d LINTEL COURSE OR 0 \ Z 4' � SIMPSON LSTA30 w/ FLOOR TRUSS TO 2x TOP &BOT. ( ) 1 Od \ Q " `' co INFO. NAILS INTO FILLED CELL USE RIBBONS, CONT. ABOVE PLOATE U.N.O. ( o 1/4 X 1 3/4 TITENS) REFER TO MASONRY WALL FOUNDATION PLAN (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/ OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS — MASONRY WALL PER SYSTEM IS 1$" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. 1F WF021 STOPPING AT 1000 SQ PLAN SINKERS AND (14) %4'X2 %a" TITENS t0 MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D FLOOR SYSTEM DRAFT MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO .� FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALLfiSO,�TYPICAL TWO STORY COL. GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION @ 2nd FLOOR WD. HD. HT. BE 1/2" GYP BOARD OR 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PERSHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER 16" O.C. TOP AND NAILING SCHEDULE SHEATHING PER PLAN PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE ATTACH PER NAILING 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 SCHEDULE, POWERS STEEL SILL TYP. @ ALL WINDOWS „ SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM 48 O C W/ (2) 12d SPACING AND GRADE TOP OF TOP PLATE TO EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. o' -a° co PLAN BOTTOM PLATE MTS12 OR (2) H2..5A AT SEE FOUNDATION NOTE: ALL FLOOR MAX. 1/8" GAP NOTE: ALL FLOOR MAX. 1/8" GAP NOTE: ALL FLOOR FRAME DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF BETWEEN SHEATHING TRUSSES TO BE P.T. IF TR MOISTURE BETWEEN SHEATHING & CMU MASONRY OR FRAME NO MOISTURE & CMU NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN KNEEWALL TORY PERP FLOOR CONNECTION S1 CAKJTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO S TYPICAL TWO STORY 3/4"=1'-0" r' CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE PLAN A W SEE WS10/SD5 FOR ADDITIONAL INFO ' SECTION AT BALCONY 3/4"=1'-0" SLOPE @ AND SEE ARCH PLAN TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER 3/4"= 11-0" BOTTOM PLATE. ♦^ TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN O z0 TOPPING INFO r r - W QJOwcm E 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x (MAX)( ) BOTTOM PLATE W/ 2x BLOCKING FOR SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ DECKING ATTACHED PER (>'' Q 0 CO- c z 0 =o(,� Ito BEARING WALL PER PLAN 0 AGAINST TRUSS (2) 12d @ 12" O.C. ~ (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. LOADING) W/ LUS26 OR LUS46 TO LEDGER w VERTICAL @ 48" O.C. W/ (3) 12d NAILS EACH ' CONDITION TOENAILS EA. END 2x SYP #2 RIBBON (MIN �"'�N�-� O N a O DOUBLE BOTTOM +1: PRE -ENG FLOOR END ~ N 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) I j PLATE W TRUSS OR FIELD W 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM cn O o (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM TO E PT IF TRUSS TO DOUBLE �•, WALL, STUDS @ 16" RIBBON TO BE PT IF BRG DIRECTRIBBON LY ON Ln >- W OLU BOTTOM PLATE, SLIT �.� SYS, 42 FLOOR O.C. W/ (2) 16d NAILS @ SEE BRG DIRECTLY ON CMU FLOOR DECKING TO .. CONC. SLAB - TRUSSES @ 24" O.C. EACH END � CMU SEE TRUSS LAYOUT ACCOMMODATE SEE FOUNDATION (MAX) CONNECTOR fn (2) ROWS 8d NAILS @ FOR HANGER DRAFTING. STRAP PLAN FOR MORE INFO SCHEDULE FOR 1/2" GYP. CLG BID OR • 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL _. _......... .... JOB No. TM - 217071 W : CONNECTION (1) 5/8" TYPE "X" WHEN (1) 5/8 TYPE X WHEN 3" O.C. WALL SHEATHING TO EA. ~ •— .41 � ' IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR WALL PER ;.• 3 O.C. WALL MASONRY WALL PER :•• BOTTOM RIBBON SIMPSON META16 AT CANTILEVER BLOCKING w/ (4) 16d MASONRY SHEATHING TO PLAN MASONRY. SIMPSON OR (3) 16d TOENAILS PLAN BOTTOM PLATE MTS12 OR (2) H2..5A AT SEE FOUNDATION NOTE: ALL FLOOR MAX. 1/8" GAP NOTE: ALL FLOOR MAX. 1/8" GAP NOTE: ALL FLOOR FRAME DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF BETWEEN SHEATHING TRUSSES TO BE P.T. IF TR MOISTURE BETWEEN SHEATHING & CMU MASONRY OR FRAME NO MOISTURE & CMU NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN KNEEWALL TORY PERP FLOOR CONNECTION S1 CAKJTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO S TYPICAL TWO STORY 3/4"=1'-0" r' CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE PLAN A W SEE WS10/SD5 FOR ADDITIONAL INFO ' SECTION AT BALCONY 3/4"=1'-0" SLOPE 2x12 #2 SYP CONT. LEDGER W/ LINTEL PER PLAN (3) 1/4"x4-1/2" SDS SCREWS EQUALLY SPACED VERTICALLY @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) NOT USED 3/4"=1'-0" 3/4"=1'-0" w Q,�y SEE FRAMING PLAN = FOR FLOOR' 3/4"=1'-0" �-- 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. r'••+*•I ; IF SHEATHING IS NOT CONTINUOUS TO 3/4"= 11-0" BOTTOM OF FLOOR TRUSS, CONTRACTOR TO ♦^ INSTALL SIMPSON LSTA18 STRAPS FROM EA. o STUD TO TRUSS �--- SEE ARCH DWGS FOR O z0 TOPPING INFO r r - W QJOwcm E HANDRAIL BY OTHERS o 3/4" PLYWOOD FLOOR U DECKING ATTACHED PER (>'' Q 0 CO- c z 0 =o(,� Ito NAILING SCHEDULE 0 SLOPED BALCONY FLOOR ~ TRUSS (12" TALL) (60/15/5 MIN. OX2U) LOADING) W/ LUS26 OR LUS46 TO LEDGER w SEE WS11/SD5 FOR SIM, END ' CONDITION Q �"'�N�-� O N a 2x12 #2 SYP CONT. LEDGER W/ LINTEL PER PLAN (3) 1/4"x4-1/2" SDS SCREWS EQUALLY SPACED VERTICALLY @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) NOT USED 3/4"=1'-0" 3/4"=1'-0" w Q,�y SEE FRAMING PLAN = FOR FLOOR' C c o , t. r'••+*•I ; CONNECTION 3/4"= 11-0" �,- ♦^ z0 o LL O V h d ::t J O z0 z ,w► U r r - W QJOwcm E FLOOR GRIDER OR o U BEAM O (>'' Q 0 CO- c z 0 =o(,� Ito 0 0 F_��Wz c --.I u5d�zao g ~ LU OX2U) F_. LU o O QQfAZ0 w Uj �I HEADER CONNECTION @ 2nd FLOOR HIGH BM F- 3/4"= 11-0" I -- ♦^ z o LL O V h d ::t J O z0 Q r r - W QJOwcm E o U W (>'' Q 0 CO- c z 0 =o(,� Ito 0 F_��Wz c --.I u5d�zao g ~ LU OX2U) F_. LU o O QQfAZ0 w O 0Qa ~ Z Q �"'�N�-� O N a O J r�r^� ~ VJ Q V ~ N J I j z W aC W O �... cn O o 0 W 0 IL z r) O o O z LU 1 vM Q � ~ z OcoP J aC O Uj W_1 01 o 0 W 0 Ln >- W OLU -- O 1QG.i— U � H fn STRUCTURAL ENG: BED / BAD �( DRAFTING. z W_..____ -STRUCT: JB / DJ _.....------- QC CHECK: AML 0 _. _......... .... JOB No. TM - 217071 W SCALE: AS INDICATED ~ DATE: 07/27/17 3/4"=1'-0" I \'� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD5 2x or -M7 VVP%LL VVI 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ 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 taBASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"' TOENAILS EACH END CONNECTED w/ MTS121 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 W1 (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL 1 2d ID NAILING SCHEDULE PLAN 2x8 #2 SYP P.T. S11 ATTACHED PER 2) 2x4 #2 SYP -F 0 PLATE w/ 1/2" EPO (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT 01 HUC24-2 EACH END, USE (4) 1 Od & (2) 1 0dI J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d NAILS. UNDER EMBED. @ 32" O.0 LY gh SEE PLAN WINDOW JAMBS ONLY �k SEE PLAN FROM EA.END NAILS. UNDER q0 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) MASONRY WALL P OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) 'N SECTION a- COMBO TRUSS SECTION A RAISED HEEL TRUSS AS1 AFO\ WALL SPLICE DETAILS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN wl (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED EXT. FINISH PER ARCHS 2x8 MIN. SPF #2 @ 16" CONNECT TO DOUBLE — HANGER BY OTHERS EXTERIOR SHEATHING — TRUSS PER PLAN , FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE 2x8 #2 SYP P.T. SILL SHEATHING PER ROOF SHEATHING FROM TOP OF WALL S IMPSON H2.5 EA. TRUSS EMBED. TO CMU., °.dARE REQUIRED EA. ATTACH PER NAILING SCHEDULE TO BOTTOM OF SILL STUD TO TOP AND DETAIL WF I O/D4 PLAN FOR MORE INFO. PLATE ATTACH PER z 0 0 :S ARCHS PRE-ENGINEERED NAILING SCHEDULE MASONRY WALL PER C.M.U. WALL PER PLAN WITH ROOF LOAD ROOF SHEATHING AR SECTION@ OPEN TO ABOVE TRUSS PER PLAN ATTACH PER NAILING 0 TRUSS 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SCHEDULE BETWEEN FLOORS IF WALL SHEATHING IS STOPPED BELOW LPRE-ENGINEERED EACH DIAGONAL SIDS WOOD SCREWS 16" 0. C. MAX. & 3" @ BETWEEN STUDS W1 TRUSS PER PLAN SCHEDULE_., DIAGONAL AS SHOWN. 0 2x4 CONT. W1 (2) 12d FROM EA. END - USE BRACE BELOW 2x6 #2 SYP CONT. LCESS LEDGER INTO (3) SCREWS FOR 24" O.C. "4 LCESS SIMPSON HUS26. USE HUS26-2 FOR 2PLY SIMPSON HUS26. USE URUSS. VERIFY W/ LEDGER INTO SDS WOOD SCREWS @ TRUSS USSSHOP 16" O.C. MAX. & 3" TRUSS . LEDGER PER PLAN WINGS 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO FRAMING PLAN FOR (DRAWINGS EACH STUD (AT EACH 2x8 SYP #2 LEDGER W1 OPT. TRUSS RECESS LEDGER IDE OF G.T. USE (4) S6d TO BOTTOM PLATE MIN. (4) 16d NAILS TO 1NAILS) X`603 LEDGER @ OPEN TO BELOW EA. TRUSS, 24" O.C. EXT. FINISH PER ARCHS 2x8 MIN. SPF #2 @ 16" CONNECT TO DOUBLE EXT. WALL SHEATHING PER WF1 O/SD4 2x4 NAILER W/ (2) 10d NAILS @ 16" O.C. 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD 4- , EXTERIOR SHEATHING 2x8 #2 SYP P.T. SILL SHEATHING PER O.C. - SEE FRAMING FROM TOP OF WALL CONT. #5 IN TIE BEAM EMBED. TO CMU., °.dARE REQUIRED EA. ROOF SHEATHING PER TO BOTTOM OF SILL STUD TO TOP AND DETAIL WF I O/D4 PLAN FOR MORE INFO. PLATE ATTACH PER z 0 0 :S ARCHS PLAN . NAILING SCHEDULE MASONRY WALL PER C.M.U. WALL PER PLAN WITH ROOF LOAD ROOF SHEATHING AR SECTION@ OPEN TO ABOVE S IMPSON H2.5 EA. ATTACH PER NAILING 0 TRUSS 2x4 BLOCKING SCHEDULE BETWEEN FLOORS IF WALL SHEATHING IS STOPPED BELOW LPRE-ENGINEERED EACH DIAGONAL ROOF LINE TRUSSES ARE BETWEEN STUDS W1 TRUSS PER PLAN SCHEDULE_., DIAGONAL AS SHOWN. 0 2x4 CONT. W1 (2) 12d MORE INFO. BRACE BELOW 2x6 #2 SYP CONT. (2) 12d TOE NAILS PLAN "4 LCESS LEDGER Wt (2) %"x3-1/2" SIMPSON HUS26. USE .......................... LEDGER INTO SDS WOOD SCREWS @ HUS26-2 FOR 2PLY VERIFY W1 16" O.C. MAX. & 3" TRUSS . URUSS. USS SHOP FROM EA. END - USE (3) FLOOR GIRDER SEE FRAMING PLAN FOR (DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W1 ALL THREAD ROD TO BOTTOM PLATE MIN. (4) 16d NAILS TO PLAN EA. TRUSS, 24" O.C. @ 48" O.C.; SEE OPT. TRUSS RECESS LEDGER MAX. (AT EA. SIDE OF G.T. USE (4) 16d NAILS) FOUNDATION DETAILS 110604 LEDGER @ LOW ROOF @ 3" O.C. 11 3/411=11-0ff PLATE. is FOR CONNECTION @ EXT. FINISH PER ARCHS 2x8 MIN. SPF #2 @ 16" CONNECT TO DOUBLE EXT. WALL SHEATHING PER WF1 O/SD4 2x4 NAILER W/ (2) 10d NAILS @ 16" O.C. 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD 4- , WALL. ANCHORS . PLATE, SIMPSON SP8 . 2x8 #2 SYP P.T. SILL SHEATHING PER O.C. - SEE FRAMING _j 2nd STORY WALL NAILS @ EACH END. CONT. #5 IN TIE BEAM EMBED. TO CMU., °.dARE REQUIRED EA. ROOF SHEATHING PER 2x #2 SPF STUDS @ 16" STUD TO TOP AND DETAIL WF I O/D4 PLAN FOR MORE INFO. BOTTOM PLATES. z 0 0 :S ARCHS PLAN . < MASONRY WALL PER C.M.U. WALL PER PLAN WITH ROOF LOAD & CONNECTIONS AR SECTION@ OPEN TO ABOVE fiFlBRACING @ 2 STORY FRAME WALL SIMPSON H10A @ 0 ATTACH PER NAILING BAYS @ EACH LU 2x4 BLOCKING TOENAILS EACH SIDE BETWEEN FLOORS IF WALL SHEATHING IS STOPPED BELOW SEE LD02/SD4 FOR EACH DIAGONAL ROOF LINE TRUSSES ARE BETWEEN STUDS W1 PARALLEL TO WALL SCHEDULE_., DIAGONAL AS SHOWN. 0 2x4 CONT. W1 (2) 12d MORE INFO. BRACE BELOW 2nd STORY WALL PER (2) 12d TOE NAILS PLAN SEE FLOOR FRAMING UNDER 2ND STORY COLUMNS, PROVIDE PLAN FOR MORE INFO .......................... O EACH END -4� TRUSS DIRECTION MORE INFO . ATTACH SHEATHING FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION ALL THREAD ROD TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" PLAN @ 48" O.C.; SEE 3: W1 (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS @ 3" O.C. 11 PLATE. is FOR CONNECTION @ 1/2" J -BOLT OR 1/2" BASE z SHEATHING TO THREADED ROD W/ X z0 0 OVERLAP BOTTOM SIMPSON SET -XP 2x4 BOTTOM PLATE, SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W CONNECT TO DOUBLE I x FIT NAILER AS REQ'D 'r FROM EA, END OF CONTINUOUS TO BASE . 4 TOP PLATE W/ 16d NAILS @ 6" O.C. NAILS TO EACH STUD WALL. ANCHORS . PLATE, SIMPSON SP8 . 2x8 #2 SYP P.T. SILL NAILING SCHEDULE SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS _j 2nd STORY WALL NAILS @ EACH END. CONT. #5 IN TIE BEAM EMBED. TO CMU., °.dARE REQUIRED EA. 32" O.C. W/ MIN. 7" 2x #2 SPF STUDS @ 16" STUD TO TOP AND (2) 2x4 TOP PLATE EXT. FINISH PER BOTTOM PLATES. z 0 0 :S ARCHS BOTTOM PLATE BLOCK ADJACENT Z < MASONRY WALL PER C.M.U. WALL PER PLAN WITH ROOF LOAD & CONNECTIONS AR SECTION@ OPEN TO ABOVE fiFlBRACING @ 2 STORY FRAME WALL FOR LOCATION 0 ATTACH PER NAILING BAYS @ EACH LU SHEATHING ATTACHED PER TOENAILS EACH SIDE BETWEEN FLOORS IF WALL SHEATHING IS STOPPED BELOW REVIEW THREADED ROD SPACING MORE INFO IF ROOF LINE TRUSSES ARE 2x BASE PLATE W/ (2) PARALLEL TO WALL SCHEDULE_., DIAGONAL AS SHOWN. 0 2x4 CONT. W1 (2) 12d TO FLOOR SYSTEM NAILS TO EACH STUD BELOW 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING UNDER 2ND STORY COLUMNS, PROVIDE PLAN FOR MORE INFO PLATE 1 1/4" (MIN.) EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT CONNECT TO DOUBLE I x FIT NAILER AS REQ'D 'r FROM EA, END OF CONTINUOUS TO BASE . 4 TOP PLATE W/ 16d NAILS @ 6" O.C. NAILS TO EACH STUD WALL. ANCHORS . PLATE, SIMPSON SP8 . 2x8 #2 SYP P.T. SILL NAILING SCHEDULE SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS T CONT. #5 IN TIE BEAM EMBED. TO CMU., °.dARE REQUIRED EA. 32" O.C. W/ MIN. 7" 2x #2 SPF STUDS @ 16" STUD TO TOP AND (2) 2x4 TOP PLATE EXT. FINISH PER BOTTOM PLATES. z 0 0 :S ARCHS (2) 2x HEADER 2x BEARING WALL MASONRY WALL PER C.M.U. WALL PER PLAN WITH ROOF LOAD & CONNECTIONS AR SECTION@ OPEN TO ABOVE fiFlBRACING @ 2 STORY FRAME WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 1 11 =1 1-011 PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN 12 dis PER PLAN 2x4 CONT. W/ (2) 12d ROOF SHEATHING NAILS TO EACH STUD ATTACHED PER 2x8 #2 SYP P.T. SILL NAILING SCHEDULE PLATE W/ Y2" EPDXY SCHEDULE ON FLOOR PLANS FORPLATE ANCHOR OR J -BOLT @ U- 0 (0 zU 32" O.C. W/ MIN. 7" 2x #2 SPF STUDS @ 16" EMBEDMENT & 6" O.C. w/ EXT. SHEATHING FROM EACH END FROM TOP OF WALL TO z 0 0 :S (2) 2x TOP PLATE (2) 2x HEADER (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS IF 2ND FLOOR HEADER SITS OVER 1ST WINDOW SEE PLAN FOR LOCATION 0 2x BLOCKING w/ (2) 12d SHEATHING ATTACHED PER TOENAILS EACH SIDE BETWEEN FLOORS IF WALL SHEATHING IS STOPPED BELOW REVIEW THREADED ROD SPACING MORE INFO IF ROOF LINE TRUSSES ARE 2x BASE PLATE W/ (2) PARALLEL TO WALL NAILS 12d @ 24" O.C. 2x4 CONT. W1 (2) 12d TO FLOOR SYSTEM NAILS TO EACH STUD BELOW 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING UNDER 2ND STORY COLUMNS, PROVIDE PLAN FOR MORE INFO .......................... O SEE PLAN FOR -4� TRUSS DIRECTION MORE INFO . 4.. FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER z PLAN 1 11 =1 1-011 PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO IF1 TYPNCAL CONNECTION @ GIRDER OR BEAM FASTEN ROOF W SHEATHING TO BLOCKS W/ 8d NAILS @ 'qr 6" O.C. ENL Z 0 (5) 16d NAILS BRACE z TO BLOCKING 0 W PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN 0 TO DIAGONAL W/ (2) 0 Uj 16d NAILS z (D TRUSSES PER PLAN O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) WALL BRACING @ 48" O.C. MAX. 45° FROM 2x LEDGER TO UPPER FLOOR WALL W1 HORIZONTAL (+/- 100) UL BRACE NOT REQUIRED LU 1/4" X 3-1/2" SIMPSON 6 W 'FROM EAVES. SDS SCREW@ 16" O.C. 0 1 1 1 1 1 1 1 1 1 U) z A011111811jilif, 110=1'-0" Uj 5'k CY) CL 't 00 UJ LU Ci � LU Z = -J Z CS 0 Cc a 8 CU(2) 2x SPF TOP 0 1� 00 - d6 TRUSS ANCHOR (SEE dis PLAN) PLATES U.N.O. ROOF SHEATHING "d ATTACHED PER AT OPENING LARGER THAN 4'-2" ATTACH TOP NAILING SCHEDULE O.H. SCHEDULE ON FLOOR PLANS FORPLATE PER ELEV. 0. 00 U- 0 (0 zU z Od W (0 -j 2x #2 SPF STUDS @ 16" 0 8 W O.C. w/ EXT. SHEATHING z 0 FROM TOP OF WALL TO z 0 0 :S BOTTOM OF TRUSS/ (2) 2x HEADER GIRDER SEE PLAN FOR IF PORTIONS OF THIS WALL WINDOW ATTACHMENT SEE CHART FOR REQUIRED JACKS INFO. IF WALL IF 2ND FLOOR HEADER SITS OVER 1ST SHEATHING ISN'T CONT. LSTA18 STRAPS ARE 0 REQ'D FROM STUDS TO SHEATHING ATTACHED PER GIRDER BELOW BETWEEN FLOORS SEE LD02/SD4 FOR REVIEW THREADED ROD SPACING MORE INFO IF TRUSSES ARE PARALLEL TO WALL BOTTOM OF FLOOR SYSTEM_ ROOF SHEATHING ATTACHED PER FOR MORE INFO NAILING SCHEDULE UNDER 2ND STORY COLUMNS, PROVIDE O SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO IF1 TYPNCAL CONNECTION @ GIRDER OR BEAM FASTEN ROOF W SHEATHING TO BLOCKS W/ 8d NAILS @ 'qr 6" O.C. ENL Z 0 (5) 16d NAILS BRACE z TO BLOCKING 0 W PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN 0 TO DIAGONAL W/ (2) 0 Uj 16d NAILS z (D TRUSSES PER PLAN O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) WALL BRACING @ 48" O.C. MAX. 45° FROM 2x LEDGER TO UPPER FLOOR WALL W1 HORIZONTAL (+/- 100) UL BRACE NOT REQUIRED LU 1/4" X 3-1/2" SIMPSON 6 W 'FROM EAVES. SDS SCREW@ 16" O.C. 0 1 1 1 1 1 1 1 1 1 U) z A011111811jilif, 110=1'-0" Uj 5'k CY) CL 't 00 UJ LU Ci � LU Z = -J Z CS 0 Cc a 8 CU(2) 2x SPF TOP 0 1� 00 - d6 I W"I I W14 V. I / 11 I WIN I dis d6 PLATES U.N.O. Z lui "d X Uj 0-• AT OPENING LARGER THAN 4'-2" ATTACH TOP 0 M C) SCHEDULE ON FLOOR PLANS FORPLATE (n U- 0 (0 zU z Od W (0 -j z 0 8 W zV z 0 X IL z 0 0 :S (2) 2x HEADER NAILS INTO HEADER IF PORTIONS OF THIS WALL LL SEE CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT, KINGS # OF STUDS TO MATCH 0 FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER SEE FLOOR PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM_ FOR MORE INFO UNDER 2ND STORY COLUMNS, PROVIDE O SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. z 3: LL! L0 11 z 2x STUDS SEE PLAN z0 0 0 STUDS ABOVE ARE F- co > W TO ALIGN W/ STUDS 0 F- Uj 0 0 0 W 0 BELOW LIJ Z Z 0 -7 0 IM U) 0 1.- Z LU 0 c) U) Uj W 0 LU -W7IX B 3: 0 1- 0. F- L) CL or U) STRUCTURAL ENG: BED BAD -j < 2x SPF BASE F-- Z LU--.-.- -STRUCT: JB / DJ PLATE QC CHECK: - ------ - AML ------ I I LU JOB No. TM - 217071 PRE-ENGINEERED E AS INDICATED !E FLOOR SYSTEM KNEEWALL OR BEAM DATE: 07/27/17 (2) 2x SPF TOP PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 2x P.T. BASE PLATE ; ' ' SEE BEARING SCHEID. FOR A.B. INFO nrr x/1111. M M A\1 Ile' % -j U < Z LO F - M LL U) LU 20 I W"I I W14 V. I / 11 I WIN I u 0 r) z C6 Z lui "d X Uj 0-• AT OPENING LARGER THAN 4'-2" ATTACH TOP 0 M C) SCHEDULE ON FLOOR PLANS FORPLATE (n U- 0 (0 zU z Od W (0 -j z 0 8 W zV z 0 X IL z 0 0 :S COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 01 I W"I I W14 V. I / 11 I WIN I 1U. 1\4,-V(. I I \11/ 1 Z lui 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP )I O SCHEDULE ON FLOOR PLANS FORPLATE (n TO HEADER WITH LSTA12 BENT OVER z Od W (0 -j MORE INFO MAX 6" FROM KING STUD 0 C6". Z 0 F- a (5 00 0 W z (D W1 (5) 10d NAILS INTO TOP PLATE AND (5) 10d z 0 0 :S NAILS INTO HEADER IF PORTIONS OF THIS WALL LL SEE CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT, KINGS # OF STUDS TO MATCH 0 FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM_ IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE O SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 01 SD6 Z lui LU 0 (1) 0 �: (81 )I -j 0) T- I.- o-� 0 W CN, W �- (n z Od W (0 -j W 0 C6". Z 0 F- a (5 00 0 W z (D 0 z 0 0 :S coz I— CL LL =) U) z 0a<ZO LL 0 = O L) � 0 0 Ia- Z 0 Cn 0 F- F— N Lij Z W SD6 LU (n 0 CL 2 0 Z O z 3: LL! L0 11 z Z z0 0 0 F- co > W 0 F- Uj 0 0 0 W 0 LIJ Z Z 0 -7 0 IM U) 0 1.- Z LU 0 c) U) Uj W 0 LU -W7IX 3: 0 1- 0. F- L) CL or U) STRUCTURAL ENG: BED BAD -j < - F-- Z LU--.-.- -STRUCT: JB / DJ QC CHECK: - ------ - AML ------ LU JOB No. TM - 217071 SCALE: AS INDICATED !E DATE: 07/27/17 SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W1 Uj STUDS REQ'D @ END SIMPSON A34 CLIP TO 1 -- OF LANDING W/ MIN. (6) FLOOR SYSTEM < 16d NAILS FROM LU LEDGER TO STUD 0 MA LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE z STRINGERS W/ UTILIZED AS BLOCKING 0 SIMPSON A35 / A34 CLIP TO FLOOR 0 Uj SYSTEM & LANDING 2xJOISTS @ LANDING I,_ Uj z ON EACH SIDE 0 0 LU go 10 SCHEDULE REQ'D @ 1-01, MAX ATTACHING TO ol END OF LANDING FOR WIDTH OF LAN MASONRY WALL) CONT U_ STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d 0 CONNECT TO. 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((2)1/4" ONE @ MID -SPAN OPEN|NGN0|N x31/2"T|TBN8@ 16r v`='='ED wy2^6 TOENAILS BOTTOM O.C. MAX. FOR (2) 2~BEAM PER MASONRY WALL) A35 CONNECTION SCHEDULE @ END OF NOTCH SILL PLATE VERTICAL LOCATIONS). LANDING FOR STRINGERS-- - VVOODDRK8A8ONRY . SPF #2 N|Nj --� 2X8 P.T.U CONNECT TO. BEAM VVALLSEE PLAN FOR LET -|N FASTEN ' TOBEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)1^ BUILT UpCC�LUK�N 2xJ��|GTPER X 3" EVENLYGPACED4 BELOW. SCHEDULE TAPCON8 @ MIN. ENO MIN. (3)2x4 SPF #2 ` U DISTANCE OF 14X2" \ COLUMN \ HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING LU 04 0 PLATE W (1) 2x12 2x6 51-011 SEE ARCH PLAN 2x4 CONT. TOP (3) 2x12 2x12 91-011 < LIJ (1) 2x12 2x6 51-011 2x4 #2 SPF STUDS X X NAILS BASE PLATE PER FLOOR PLAN NOTE: PLAN 0%,MLE:: 1A0 INUBM I LU SPACED/CENTERED IN TRUSS SEE PLAN ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/41, TRUSS TO OUTSIDE DATE: 07/27/17 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT FACE OF TRUSS 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL rSTON3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 3/4"=11-011 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1 N.T.S. UNDER BEAMS LESS THAN 2x12) I �'� 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 ofthese documents without the expressed, written consent ofIVIONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited. � � 1 5 LU 04 0 PLATE W SEE ARCH PLAN 2x4 CONT. TOP 4'-0" ABOVE FLOOR I ATTACH TOP PLATE TO < LIJ 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, 0 Ly -r 2""VERTICAL vw°-~ — #2 - -STUDS-~~ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U) 0CL O.C.&NN.AND ��ANY = ' a* �"""~ O.C.24"O.O.N/ (2)12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPEN|NGN0|N v`='='ED wy2^6 TOENAILS BOTTOM HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). KNEEVVALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING 0 TOALLOW VERTICAL 2nLBRACEW/12d 2u6VERTICAL AND ----� TO SLIDE OOVVNTO � � NAILS @4''D� L-BRACE��8'-�''(]��� � FACE OFTRUSS @ ANY OPENING 2w4CONT. TOP PLATE (ATTACH TOP PLATE r __� --- ATTACH 2xpVERTICAL TOSTUDS W/(2)1Gd � DOUBLE TRUSS PARALLEL TO FLOOR /uTRUSS vm 3' SIDS WOOD SCREWS TOE NAILS' EQUALLY 3: SPACED/CENTERED IN 2x4#2SPF STUDS @ 2x4 CONT. TOP PLATELLJ �°�"`' '", ,^"'� TRUSS TO OUTSIDE 24'O.C.EVERY OTHER STUD "''""''"~-'^ '^ r//�un /vrrLn/E TO ATTACHED |_� STUDS ~r/'~~ '~E 16d TOE NAILS tt BELOW (OTHERWISE '`"'`" 2n4#2SPF STUDS @ SEE ARCH PLAN ATTACH WV(2)12d �4" 0. C. W/ (2) 12d MAX. ' TOENAILS �� TOENAILS BOTTOM --'''-- ' -'---=" 2x4S|LLPLATE���D (� SLICE CUT PLYWOOD =` O.C.^~p^/ '�~ NOTCH - --- i8dTC>ENA|LEA . SQ FLOORING FOR STRAP BOTTOM '~^'-'--- - un�*|mmu/u CONT. BRACE 810d 2x4G|LLPLATEm��� NAILS 8�4"C>�C�TO 3x4#2SPF SILL PLATE NOTCH SILL AND 1OdNAILS @4"O.C. FLOOR SHEATHING W/(2)1OdNAILS @4" PLYWOOD FLOORING (NOTCHED @2xG fy O.C. TOALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4TOTRUSS bo STRUCTURAL ENG: 13ED BAD TOSLIDE OOVVNT[) / �^x�" ����GOG (2)8|K8PSONLGTA24 FACE OFTRUSS SCREWS EQUALLY � STRAP (1EAS|DEC�F SPACED &CENTERED Uj --� STUD) EVERY 48"O.O. ATTACH 2x8VERTICAL --- AND IN TRUSS 2xGVERT|CALA � TOTRUG8�� ��REWS 3" - . L-BRACE0�G�O'O.O.& Fn Uj FLOOR BEAM CONDITIONK � U 8D8yyODD8 `-"'^ @ANYOpEN|N8 JOB No. TIM -217O7i FLOOR BEAM SEE =m/^//V BASE PLATE PER FLOOR PLAN NOTE: PLAN 0%,MLE:: 1A0 INUBM I LU SPACED/CENTERED IN TRUSS SEE PLAN ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/41, TRUSS TO OUTSIDE DATE: 07/27/17 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT FACE OF TRUSS 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL rSTON3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 3/4"=11-011 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1 N.T.S. UNDER BEAMS LESS THAN 2x12) I �'� 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 ofthese documents without the expressed, written consent ofIVIONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is strictly prohibited. � � 1