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HomeMy WebLinkAbout305 Big Spring Ter 16-1982 (new sfh) (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.N., 200 AMR 5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALKS, PAVER ENTRY, AND ACRYLIC AT LANAI. K JUL `1 d lUl C 0 ro oa �Mh� BY, _ 0 a O, M GENERAL CON5TRUCTION NOTE5: '� N - ' 1 4 o o C, CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2(014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ` cd m ARE To BE CONSIDERED "NOMINAL DIMENSIONS" ;o z LOT 188 THORNBROOKE 40 s0 8-_' X00 OCCUPANCY AND CON5TRUCTION TYPE: � E `� Y ro cm W THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. z -J.- (0 I' " LO ro~ CEILING CONSTRUCTION: *+ 0 z N a . 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HA51TABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD 47 OR EQUIVALENT IN ACCORDANCE WITH RB.C.R, - 5TH EDITION (2014) R1023.5, ' CA NUMBER 26 CAD FILE NAME LOTOT 1 18888 GARAGE LEFT EXTERIOR FIN15HE5: ISSUED 06-15-16 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.C,R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. ALL LATH AND LATH REVISED ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED No MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND ASTM C 926. PER F.B.C.R 5TH EDITION (2014) 8103.62.1 WEEP SCREEDS SHALL BE A MINIMUM No. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR 5ELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50VE PAVED TAYLOR MORRISON AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.5.C.R. 5TH EDITION (2014) 8103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103b:5 OR IN ACCORDANCE WITH A5TM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM RED RAW "' ^TQC DI AKIII REVISIONS DRAWING I 1\1"1- X OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 06-15-16 CREATED LOT 5PECIFIC PLAN FOR LOT 8 IN THORNBROOKE 40'5, ELEVATION "C GARAGE LEFT W/ PLAN OPTION5 INCLUDING: CEILING FAN PRE -WIRES (6), FRONT DOOR GLA55 INSERT, BATH 3 OPTIONAL SINK, 9' POCKED' SLIDER AT FAMILY ROOM, S' INTERIOR DOORS AT THE FIR5T FLOOR, 2 RECE55ED CAN5 AT KITCHEN BAR, VENT HOOD/ MICROWAVE OUT5IDE, R-38 IN5ULATION, LAUNDRY TUB ROUGH IN, AND, RAILING WITH 5TAINED HANDRAIL AT THE FIR5T AND SECOND FLOOR5. 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 COV - GENERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS, / / 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED 1 SLAB INTERFACE PLAN CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. 1 _ PLAN WINDOW INSTALLATION: 2A 1 MAIN FLOOR PL/'1►N NOTES 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE 2A2 MAIN C1 nnR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, DWELLING / GARAGE OPENINGS: Uj DAVIS SEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER EST. 1994- DWELLING / GARAGE OPENINGS: Uj 1 2 B 1 - UPPER FLOOR P LAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/5" IN THICKNESS, SOLID CORE (S,C.) OR HONEYCOMB a. CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. d 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: cse co 2C - PLAN DETAILS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (IF APPLICABLE) !• 0z° _j LLI v ro_ 3 1 1, WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R905.2b.1. co i C 1 - FRONT ELEVATION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL INA 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 ITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, .• '"• � ��✓ ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED IN CCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL4- 3C2�'Z` •� SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WIT4A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION QI; �• O; J .: 3 03 - F LASHING DETAILS 89052.1. O: z 0 CLAY AND CONCRETE TILE (IF APPLICABLE) :may=•,��.; 3C4 FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ' °�~••..«1 ��'' RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAep IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH ASTM D 226, TYPE 4A - MAIN FLOOR ELECTRICAL PLAN II; ASTM p 2626, TYPE II; OR ASTM p 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH 4 B - UPPER FLOOR E L Etr 1 RI CAL P 1�/'1 N WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS 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 IS 104" AWAY OR CLOSER V) TUB AND SHOWER AREA5: I Eq 1. CEMENT, F15ER-CEMENT, OR GLASS MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH RECORD COPY MANUFACTURER RECOMMENDATIONS SHALL 5E USED AS BACKERS FOR WALL TILE IN TU5 AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL o ac TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL 5E APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT 0 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 LESS 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 FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, REVIEWED FOR CODE: COMPLIANCE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, 00 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 PLANS EXAMINER (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL 5E PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 00 "Q -I( 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 DATE 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) A50VE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SANFORD B 1 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 41 LDING DIVISION OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF A PERMIT ISSUED SHALL BE CONSTRUED TO BEA SECTIONS M14113, LICENSE TO PROCEED WITH THE WORK AND NOT AS0 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXHAUST FANS AND VENTING: ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 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, THE BUILDING OFFICIAL FROM THEREAFTER SOFFIT, RIDGE VENT OR CRAWL SPACE. . • REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR To ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOI EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • COMPACTION TEST 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 IS INSTALLED AND LISTED AND 2585 REQUIRED LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER • Results to be Verified FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER at Slab Inspection 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER ���•��-*-���w EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN" TITLE • Q 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. COVER SHEET 1 6 � A 7 �7 � GENERAL NOTES ATTENTION GENERAL CONTRACTOR/ BUILDER: DGISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY ?0 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 - SAW-ORDCODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT of ANY CONSTRUCTION CORRECTION / REVISIONS. ANY • A: 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 �FF/.4R1 FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015in cov 52'-4" 91.011 13' 8" Q `r 1L1 ELEVATION w PITCH (-) 0'-4" I/8" / FT. 1'-411 8' 411 x ar w all GM,U. WALL ABV. 51 61 ,� rOJ- i� Ln JO� 8" C.M.U. WALL ARV. I I r — --, ISD. W.C. 0 -i co Y/ m 0'(�rn ��1 N M M Z > r N L. �pLM • T -0 41 P,V.G. 0-' Co (fay. J 2 -0' I JI I I Lav = 00 T Z N d' �` 3/4" CONDENSATION TILE "' I AIR HANDLER I�I �- aJ / - - -J- - - -� DRAIN BY PLUMBER _ SEAT 5HOWE LINES FROM ( I r 3'•8" 19'-011 - ABV.CESS •flI XI 6, UPPER FLOOR s I I PAD (SEE MECH. 2814" 10-10" 81111 21-811 21-0„ �„ CONTRACTOR FOR LOC) i 41 P.V.C. �I I II 3/4" RECESS FOR ENTRY DR -�I 12'-1" I L.T. 3/4" CONDENSATION AIR HANDLER ROUGH IN I DRAIN BY PLUMBER LINES FROM I'-3" 21-5" 18'-611 i 811 UPPER FLOOR - NOTE: - i ALL SLAB ANGLES 2'-111 PAVER DRIVE / LEAD WALK o ARE AT 45° IUN.O.) C� N - REFERENCE V5 ELEVATION �� a r Lu� w e PROVIDE WATER \\\� w PITCH PITCH ' LINE FOR ICE MAKER CJ. TO DRAIN i GJ. A A I/8" / FT. ry -------- ------------------ i ---------------------- _ N AAI- - ZP SLAB i 3C2 OF REF. i SI -8" 31'-10" I - 9' I" 314" G.G. VERIFY ACRYLIC IIr [('] ON LANAI J �I 811 811 I I� - 50 GAL. u l 1'-411 8' 411 Ll. M -� 0 cV ® Z V / LLI v /t /Z m LL l• Q '',�1/j1111/1 N.R. W II w V G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE>M Emmmmmm 2585 N� N'rF: �sR TITLE • SLAB INTERFACE PLAN #16-1982 SLAB INTERFACE PLAN GARAGE LEFT x ar w 150 STATE STR.FEf EAST OLDSMAIt, FIARIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. rOJ- i� Ln JO� 0 -i co Y/ m 0'(�rn ��1 N M M Z > r N L. �pLM • o 0 -0 0-' Co cmY (o �~ 00 T Z N d' Ll. M -� 0 cV ® Z V / LLI v /t /Z m LL l• Q '',�1/j1111/1 N.R. W II w V G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE>M Emmmmmm 2585 N� N'rF: �sR TITLE • SLAB INTERFACE PLAN #16-1982 SLAB INTERFACE PLAN GARAGE LEFT - DAVIS BEWS DESIGN GROVP 150 STATE STR.FEf EAST OLDSMAIt, FIARIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. 4� EST. 1994 - Ll. M -� 0 cV ® Z V / LLI v /t /Z m LL l• Q '',�1/j1111/1 N.R. W II w V G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE>M Emmmmmm 2585 N� N'rF: �sR TITLE • SLAB INTERFACE PLAN #16-1982 SLAB INTERFACE PLAN GARAGE LEFT 3 6"x3 6" A/C7 Vx34' A/C� PAD (5EE MECH. I I PAD (5EE MECH. (CONTRACTOR IICONTRACTOR I FOR LCC.) I I FOR LOC.) L---JL---L � - n ALL EMERGENCY E5CAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R . - 5TH EDITION (2014). 9,_4,� PLT. HT. 0 2J ; I � �EOTT, OF LINTEL AT 8'-m" A.F.F. T.O.MN - . ----- 9 4'I T.O.M. T.O.M. 9'-4" 9' 4" A.F.F. A.F.F. AIR HANDLER r',inL' ^T ­ekrr Mnvnn -LINE OF DRY5TACK LEDGE5TONE G.C. VERIFY GLA55 9' 4" AFF INSERT FOR FRONT DOOR, FLAT HEADER AT 8'-0" AFF: LINE OF DRY5TACK LEDGESTONE TYPICAL MASONRY W rn K ro w WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C WINDOW WIDTHS e 0 2011 2 111 31" 5311 2 smm WINDOW CALL -OUTS �. In ODM 0 0 ( 2611 Co 12 5H 1/2 32 5N 22 5H 32 5H Lu OJ J4-0 Cy 41 m 41 00 ZN�a = 3911 13 5H 1/2 33 5H 23 5H 33 5H } J 0 5111 14 5H 1/2 34 5H 24 5H 34 5H z 63° 0 15 5H 1/2 35 5H 25 5H 35 5H H Z 1211 's16 5H 1/2 36 5H 26 5H 36 5H �c G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) 9,_4,� PLT. HT. 0 2J ; I � �EOTT, OF LINTEL AT 8'-m" A.F.F. T.O.MN - . ----- 9 4'I T.O.M. T.O.M. 9'-4" 9' 4" A.F.F. A.F.F. AIR HANDLER r',inL' ^T ­ekrr Mnvnn -LINE OF DRY5TACK LEDGE5TONE G.C. VERIFY GLA55 9' 4" AFF INSERT FOR FRONT DOOR, FLAT HEADER AT 8'-0" AFF: LINE OF DRY5TACK LEDGESTONE PAVER DRIVE / LEAD WALK W rn K ro w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C rLO 00�10 0 0 _j co o x N ;,C 00 2 smm rm rn N �. In ODM 0 0 in Co ^sem _0 LL Y W J4-0 Cy 41 m 41 00 ZN�a PAVER DRIVE / LEAD WALK W rn DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 PAVER DRIVE / LEAD WALK W rn Ll o x N ;,C 00 0 Z �. 7 .,..,1 w AA 3C2 LL in ^sem irk. s •* ?i �I 01 mss¢_ Lu 4 T.OM. AFF, rle T.OM. N.B. LINE of 0 DRYSTACK A.F.F. LEDGESTONE G.C. VERIFY FOR R38 CEILING IN5ULATION REFER TO 5HEET 2A'2 G.C. VERIFY 8'-0"H. FOR MAIN FLOOR INTERIOR DOORS PLAN DIMEN51ON5 AT MAIN FLOOR 0 0 II 00 00 01 SANVORD>= HATCHING LEGEND INSULATE WALL #16-1982 MAIN FLOOR PLAN NOTES GARAGE LEFT 2 0 C75oj • TITLE • Ell MAIN FLOOR PLAN DIMENSIONS y GARAGE LEFT x m w DAVIS B EWS DESIGN GROUP L--- IL --- I o� C ° ro EST. 1994 o .j co 0 s e N , r 0 � c ~ 0O � 5.0 6. C0 E0� �� MAIN FLOOR PLAN DIMENSIONS y GARAGE LEFT x m w DAVIS B EWS DESIGN GROUP o� C ° ro EST. 1994 o .j co 0 s N , r QpLLM � c ~ 0O � 5.0 6. C0 E0� �� z -J "m 00 C 4 ZNG0 MAIN FLOOR PLAN DIMENSIONS y GARAGE LEFT DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • nENJ\,*M EST. 1994 MAIN FLOOR PLAN DIMENSIONS y GARAGE LEFT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F-5-C.R. - VH EDITION (2014). "i I PROVIDE 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C HD. AT T-8" UNDER A.N.U.-\ PLATFOI�' HD. AT I' -S" CIX 2x4 RAME FRAME WALL WALL G.C. VERIFY FOR R36 CEILING INSULATION REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 3050 5H. I in AT '11 all CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 TYPICAL WOOD FRAME I I - - - - - - - - - - - I I I I x m WINDOW SCHEDULE 150 STATE STREET EAST OLDSMM?,FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Co WINDOW WIDTHS 0 0 X20" 24" 1 36" 48" �fn�C9 WINDOW CALL -OUTS 2 5aLL • 0 0 ° -0 U 20" OC0 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W cu;: cm L J m o`o Cro� ZNLd' = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 3(o 1830 5H 2030 5H 3030 5H 4030 5H Z48" 0 1840 5H 2040 5H 3040 5H 4040 5H �-, z 60" 3 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 1 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOWS, Lu Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND SPECIFICATIONS. 0 z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) "i I PROVIDE 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C HD. AT T-8" UNDER A.N.U.-\ PLATFOI�' HD. AT I' -S" CIX 2x4 RAME FRAME WALL WALL G.C. VERIFY FOR R36 CEILING INSULATION REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 3050 5H. I in AT '11 all CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 • JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED I I - - - - - - - - - - - I I I I x m 150 STATE STREET EAST OLDSMM?,FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Co � 'o 0 0 0 J M N F) �fn�C9 -/ MCT'> > J N 5aLL • 0 0 ° -0 OC0 cu;: cm L J m o`o Cro� ZNLd' • JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED a ay) N o w © Z AA w. _a Lj V INN w A 2� a --------------- -----j 00 00 a 25 8 5 G ' S,ANFCO) R D • TITLE a UPPER FLOOR PLAN NOTES #1 - 1 982 - • SHEET • UPPER FLOOR PLAN NOTES SCALE: 1/4" = I' -0"2B1 GARAGE LEFT I I - - - - - - - - - - - I I I I DAVIS BEWS DESIGN GROVP a ay) N o w © Z AA w. _a Lj V INN w A 2� a --------------- -----j 00 00 a 25 8 5 G ' S,ANFCO) R D • TITLE a UPPER FLOOR PLAN NOTES #1 - 1 982 - • SHEET • UPPER FLOOR PLAN NOTES SCALE: 1/4" = I' -0"2B1 GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMM?,FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 � a ay) N o w © Z AA w. _a Lj V INN w A 2� a --------------- -----j 00 00 a 25 8 5 G ' S,ANFCO) R D • TITLE a UPPER FLOOR PLAN NOTES #1 - 1 982 - • SHEET • UPPER FLOOR PLAN NOTES SCALE: 1/4" = I' -0"2B1 GARAGE LEFT REFER TO SHEET 2BI FOR UPPER FLOOR PLAN NOTES JOB NUMBER 26002147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED • • x ro w 150 STATE STREET EAST OLDWW FLORIDA 39677 813.92.5.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • LEANER Cr0 .j 'o 0 i 0��M � r N Lo O p LL 00 LJ 0vP, > E0��O LL Y 0 Ci L J * M 6. 0 T� 00 Z N L V REFER TO SHEET 2BI FOR UPPER FLOOR PLAN NOTES JOB NUMBER 26002147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED uj 4 coM C=) 00 �1 ® Z O LL m T / �•� /r t 0 0 O ern W ' O 0 00 cem 00 0 _J 0 J r fir` i-Mt'`y� #16.1982 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWW FLORIDA 39677 813.92.5.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • LEANER EST. 1994 F— - uj 4 coM C=) 00 �1 ® Z O LL m T / �•� /r t 0 0 O ern W ' O 0 00 cem 00 0 _J 0 J r fir` i-Mt'`y� #16.1982 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT STAIR NOTES: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRA5PAB1LE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA �c UNDER -STAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8301 AND TABLE 83015 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 1'-0" W A_ 0 ra x ro w cn 00 150 STATE STREET- EAST OLDSMW FLORIDA 39677 813. 925.1300 'TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER- 42 N, to r 0 0 �. 0 0 .j 'o -i co , 36" H. CONTINUOUS ^-s L* i 0I o�` . Q) co N r TRU55E5 1/16 0.58. BEYOND w 4� 4r ■rQ5-QEM . O 0• J: .. 6 6• P'` • 0 4 co 0 p GRASPABLE �.. o o -i Co ATTIC ACCESS DETAIL 3/4" ' PL, PL ro�N L J SCALE: 1/2" = I'-0" y� V I I I TALL 11 T Z 01 RAILING p411 BEAM FLOOR LINE OF 6'-8" MIN, BEAM FLOC SYSTEM HEAD CLEARANCE 10.00" (TYP.) 2x STRINGERS 42" H. RAILING --� I P N051NG U �r (TYP.) STORAGE UNDER 2x TREADS AND 5TAIR5 Ix R15ER5 (TYP.) �c UNDER -STAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8301 AND TABLE 83015 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 1'-0" JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED W A_ 0 ra x ro w cn 00 150 STATE STREET- EAST OLDSMW FLORIDA 39677 813. 925.1300 'TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER- r to r 0 0 �. 0 0 .j 'o -i co , n, ^-s L* i 0I o�` . Q) co N r TRU55E5 1/16 0.58. BEYOND w 4� 4r ■rQ5-QEM . O 0• J: .. 6 6• P'` • 0 4 co 0 p Co ICD �.. o o -i Co ATTIC ACCESS DETAIL LL Y Q! ro�N L J SCALE: 1/2" = I'-0" y� 00lCn N T Z 01 JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED m W A_ 0 ra DAVIS BEWS DESIGN GROUP cn 00 150 STATE STREET- EAST OLDSMW FLORIDA 39677 813. 925.1300 'TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER- EST. 1994 F -z=— m W A_ 0 ra cn 00 FAMILY ROOM aq �. W .0 n, ^-s L* TRU55E5 1/16 0.58. BEYOND w 4� 4r LL 6,•,�y!�: O 0• J: .. P'` • 0 4 co oc BLOWN ,INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" = I'-0" rtoolZ m OPEN TO FAMILY ROOM n, d- a oc m OPEN TO FAMILY ROOM d- P. ARCHWAY ASCALE: 1/4" = 1'-011 2585 gUILD� Sl jpa TITLE • Ev'O PLAN DETAILS #16-1982 PLAN DETAILS SCALE: 1/4" = 1'-0" GARAGE LEFT 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNE55 oOF ALL RAISED TEXTURED FINISH BANDING LU AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE u' o DIFFERENT IT WILL BE CALLED OUT AT Lu SPECIFIC KEYNOTE GALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/411 EDITION (2014) R103b.1 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UI;Z:ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. • 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDE[), SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 ALUMINUM TU51NCa BARS w 2" _ TEXTURED FOAM = BANDING Ja, 511 - 10° SIDE VIEW FRONT VIEW FRONT vlEw 4 SIDE VIEW RAISED FOAM DECORATIVE BANDING DETAIL CORBEL DETAIL SCALE: 1/2" = 1411 SCALE: 3/4" - 1'-011 12 LSHINGLE 12 6� ROOF Q6 12 12 `SHINGLE Q6 G.C. VERIFY S BANDING Q6 ROOF ALUMINUM OVER 2x6 SUB FASCIA PLT. HT. (TYPICAL) PLT. HT. 0 JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED x w DAVIS BEWS DESIGN GPOVP C U �0 o� EST. 1994 � 0 JMhrn d2NN' rn co N ` � j I , 6_12 o 6:12 I �e L r I , 6:12 �t 9 -0 612 2 GIRDER Q6 w U r0 C o In SHINGLE LANAI ROOF TRU55 �HINGLE 12 VENT REQUIREMENTS —-------- ------ ------ ------------ Ncl) VENTILATION CALCULATIONS TAN(PA • DENVER >>.IN GRADE LINE ATTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 67 SQ. IN. y� y (ASSUMED) = INSERT FOR FRONT RETURN I AT 24" O.C, (TYPICAL)/2-5 i 4:12 �ro 1 RIGHT ELEVATIONE� HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. 0 I # UPPER 2/3 ROOF VENTS REQUIRED = 1 -� —► , LOWER ROOF I /STUCCO HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN.---------- ---- - - - - VENT REQUIREMENTS ACTUAL SOFFIT VENTILATION = 232.8 SQ, IN. I L ,,, 6:12 1111 % VENTILATION CALCULATIONS 1111 I /l ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. SHINGLE a� o SECOND F.F. LINE VOLUME tib r , X 144 = 254 SQ. IN. 8 ROOF SECOND FF. LINE - I � I I I BR. 3 6:12 6:12 UPPER ROOF HALF AT UPPER 2/3 ROOF VENTS =126.% SQ. IN. VENT REQUIREMENTS I , VENTILATION CALCULATIONS # UPPER 2/3 ROOF VENTS REQUIRED =1 ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. I X 144 = 703 SQ. IN. ❑ ❑ I HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. ❑ ❑ # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. OVERHANG TRU56 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. AT HIP AA j ACTUAL SOFFIT VENTILATION =1636 SQ. IN. l UN.OJ w I � I I , 6_12 o 6:12 I �e L r I , 6:12 �t 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SNOWS THE TYPICAL THICKNE56 O 9 -0 612 2 GIRDER Q6 w U r0 C o In SHINGLE TRU55 �HINGLE 12 X OLDSMA& FLORIDA 34677 � Ncl) ROOF TRUSSES TAN(PA • DENVER >>.IN GRADE LINE TRUSS 6� .� GRADE LINE gult_v �G (ASSUMED) Z INSERT FOR FRONT RETURN I AT 24" O.C, (TYPICAL)/2-5 I � I �ro 1 RIGHT ELEVATIONE� 6:12 LJ*'m �aro� 6:12 Z N L -� —► , LOWER ROOF /STUCCO /5TUCCO LB STUCCO VENT REQUIREMENTS ❑ ❑ LOFT 1111 % VENTILATION CALCULATIONS 1111 /l ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. SHINGLE a� o SECOND F.F. LINE VOLUME i SECOND F.F. LINE - X 144 = 254 SQ. IN. 8 ROOF SECOND FF. LINE - T.O.M. BR. 3 Iz Q6 GIRDER HALF AT UPPER 2/3 ROOF VENTS =126.% SQ. IN. v m # UPPER 2/3 ROOF VENTS REQUIRED =1 II -011 ❑ ❑ M TYP ❑ ❑ ❑ HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. OVERHANG TRU56 ACTUAL SOFFIT VENTILATION = 711 SQ. IN. AT HIP AA l UN.OJ ROOF PLAN. SCALE: 1/8" - 11-011 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SNOWS THE TYPICAL THICKNE56 O 6� 612 2 GIRDER Q6 w U r0 C o In SHINGLE TRU55 �HINGLE 12 X OLDSMA& FLORIDA 34677 � Ncl) ROOF TRUSSES TAN(PA • DENVER >>.IN GRADE LINE TRUSS 6� .� GRADE LINE gult_v �G (ASSUMED) Z INSERT FOR FRONT RETURN INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND A5TM C 526, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 311 : I'-0" CLEAR OPENING NEIGH75 �c 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. 5tH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 M TYP WLTEXTURED LTEXTURED LTEXTUED co a, FINISH FINISH zo FINISH AT SIDES LEDGE5TONE, (UN.O.) (TYP.) c=) .°e MAIN F.F. LINEMAIN F.F. LINE - - - - - - - - - - - - - - - - - - - (D 0 GRADE LINE GRADE LINE V / _.I uj v (ASSUMED) (ASSUMED) r LEFT ELEVATIONco SCALE: 1/8" , 1' 0" 10-01 cc= Q 12 12 �. 12 Q6 /SHINGLES �- SHINGLE ROOF L .I PLT. HT. ROOF —• PLT. HT. > > STUCCO Q FINIV * F.G. F.G. SECOND FF. LINE 811 SHINGLE D4L SECOND FF. LINE T.O.M. ROOF T.O.M. _ Z �■■�� �* TEXTURED ■ E _ TEXTURED FIN15H e FIINISH O', zo MAIN FF. LINE _ _ _ - LTEMP MAIN FF. LINE_ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-011 00 6 1212 00 a 6 0 SHINGLE 6 12 /SHINGLE12 ROOF ROOF 12 _ PLT. HT. - - - - - - PLT. HT. >m_ /5TUGGO TEMPS_ � 0� * FIN15H /STUCCO 6, SHINGLE FINISH J 4HINGLE ROOF SECOND- F.F. LINE ROOF 6� 8" _ SECOND F.F. LINE _ SECOND F.F. LINE T.OM. _ T.O.M. �M M /TEXTURED 0 [3 — /TEXTURED _ 2585 DRYSTAGK FIN15H LEDGESTONE 9� TEMP. FINISH • GIRDER 6� 612 2 GIRDER Q6 7T U r0 C o In SHINGLE TRU55 �HINGLE 12 I p(� 0> OLDSMA& FLORIDA 34677 ROOF Ncl) ROOF TRUSSES TAN(PA • DENVER >>.IN GRADE LINE TRUSS 6� .� GRADE LINE gult_v �G (ASSUMED) 0 .0 0 INSERT FOR FRONT RETURN 0.J O AT 24" O.C, (TYPICAL)/2-5 �ro 1 RIGHT ELEVATIONE� LJ*'m �aro� 12 06 Z N L /STUCCO /5TUCCO LB STUCCO TORY ❑ ❑ LOFT 1111 % FINISH 1111 /l SHINGLE SECOND F.F. LINE VOLUME 8„ ROOF SECOND F.F. LINE - 8 ROOF SECOND FF. LINE - T.O.M. BR. 3 Iz Q6 GIRDER 12 4 v m ❑ ❑ M ❑ ❑ ❑ ❑ ROOF TRU55E5 AT 24" O.C. TRU56 _"' --- FLOOR 5Y5TEM —► (TYPICAL) BEAM JI uN"�� _ LANAI FAMILY ❑❑ ❑❑ � ❑❑ D D T. GARAGE ❑❑ SECTION AA. SCALE: 1/8" = I'-0" (TYP.) , 612 x Q6 U r0 C o In SHINGLE DESIGN GROVP �HINGLE 12 I p(� 0> OLDSMA& FLORIDA 34677 ROOF Ncl) W W W.DAVISBEWS.COM TAN(PA • DENVER >>.IN GRADE LINE G.G. VERIFY GLASSTYP 5 GRADE LINE gult_v �G (ASSUMED) 0 .0 0 INSERT FOR FRONT RETURN 0.J O PLT. HT._ �ro 1 RIGHT ELEVATIONE� LJ*'m �aro� Z N L (TYP.) , 612 Q6 DAVIS BEWS SHINGLE DESIGN GROVP �HINGLE 12 150 STATE STREET EAST OLDSMA& FLORIDA 34677 ROOF 612 W W W.DAVISBEWS.COM TAN(PA • DENVER , 6 GRADE LINE G.G. VERIFY GLASSTYP GRADE LINE gult_v �G (ASSUMED) ROOF INSERT FOR FRONT RETURN PLT. HT._ DOOR. AT SIDES (U.N.O.) RIGHT ELEVATIONE� _ _ - - PLT. HT._ /STUCCO /5TUCCO LB STUCCO T� FINI51� 7 4 2 SHINGLE FINISH 7 FINISH /l SHINGLE SECOND F.F. LINE 8„ ROOF SECOND F.F. LINE - 8 ROOF SECOND FF. LINE - T.O.M. v m (TYP.) , r DAVIS BEWS DESIGN GROVP MAIN FF. LINE 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 ` FAX W W W.DAVISBEWS.COM TAN(PA • DENVER EST. 1994 (TYP.) , MAIN FF. LINE I t MAIN F.F. LINE GRADE LINE G.G. VERIFY GLASSTYP GRADE LINE gult_v �G (ASSUMED) INSERT FOR FRONT RETURN (ASSUMED) DOOR. AT SIDES (U.N.O.) RIGHT ELEVATIONE� T� SCALE: 11611 - 141' #16 1 V ..r.E._ V +1 A p 2 SHEET • ELEVATION 11cif -3C2 GARAGE LEFT • 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 TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS OF MATERIAL PER 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO :NATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION DERLAYMENT (REFER TO VER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ENGINEERED ROOF JSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RRICANE STRAP PER DF FRAMING PLAN jk BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT FLASHING :ATH & EXT FINISH SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST �\41 e�R WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAI1(z L 2 FOR OPTIO CORNER PATCH FLASHING NDOW FLASHING AS REQ'D WINDOW TRIMNL NOTES: L. ADER 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL SEE NOTE #2 -- WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i 15/32 O.S.B. SHEATHING WEATHER BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z , SHEATHING BARRIER FLASHING UNDER S.G.D. AS TAPE SILL PLATE 1 RUBBER MEMBRANE BEYOND 1 SHOWN, PROVIDE 4" -1" BEAD OF /-FLASHING -\ WINDOW) , 2 Y� 1 CONST. ADHESIVE TO BE APPLIED rr�l i FLASHING 1 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR FLASHING DO NOT FLASH 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE NAILING FLANGE HEAD FLASHING TIE-IN 1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL NOTES: 1. CUT, FOLD UP & TEMPORARILY _ Y C4 i EXTERIOR FINISH WATER PROOF CAULKING BARRIER ABOVE HEADER TO LTJ ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW PER BUILDER SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 1 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE 1 = PROVIDE SELF ADHERED FLASHING AND SEAL WITH TAPE -TYPICAL WINDOW FLASHING DETAIL FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF 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 FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST �\41 e�R WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAI1(z L 2 FOR OPTIO CORNER PATCH FLASHING NDOW FLASHING AS REQ'D WINDOW TRIMNL NOTES: L. ADER 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL SEE NOTE #2 -- WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X4'S @ 16" O.C. BRIG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 1 I I 20" FLOOR TRUSS I I 2X8 TRIM BOARD I I i I I � STUCCO "J" MOLD 7/16" O.S.B. SHEATHING SEE STRUCTURAL FOR ° CONNECTORS 24" FLOOR TRUSS �o. TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY 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. / WEATHER EXTERIOR RESISTIVE , SHEATHING BARRIER / TAPE SILL PLATE 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 Y� rn 0 0 (oco rr�l i FLASHING FLASHING DO NOT FLASH OVER BOTTOM o o NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 0 0-� C0 NOTES: 1. CUT, FOLD UP & TEMPORARILY _ Y C4 SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO = J ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE -TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X4'S @ 16" O.C. BRIG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 1 I I 20" FLOOR TRUSS I I 2X8 TRIM BOARD I I i I I � STUCCO "J" MOLD 7/16" O.S.B. SHEATHING SEE STRUCTURAL FOR ° CONNECTORS 24" FLOOR TRUSS �o. TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY 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. J08NUMBER 02.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REMISED x ro 150 STATE STREET EAST Oma, nORMA 34677 813.92.5.1300 TEL 813.97.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>E srvM L C U �0 o l� oJ co Y� rn 0 0 (oco rr�l N m N ���M o o � Urn Ir 0 0-� C0 E _ Y C4 = J � 0 0n ZNv J08NUMBER 02.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REMISED uj 0. M x 00 © Z 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. gU ILp�,� c> #16-1982 FLASHING DETAILS N.T.5. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST Oma, nORMA 34677 813.92.5.1300 TEL 813.97.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>E srvM L EST. 1994 �--- uj 0. M x 00 © Z 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. gU ILp�,� c> #16-1982 FLASHING DETAILS N.T.5. WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL /l LETTER ON CHEMICAL COMPATIBILITY ° ° SELF -ADHERED FLASHING 1AIA1 I OUITATLJ1 V-1 WEATHER RESISTIVE BARRIER 5HEATHING TEXTURE FINISH COAT ACCORDANCE WITH 3/4'A" BEAD OF CONSTR. SHEATHING SELF -ADHERED FLASHING Ic— BROWN COAT BY LAPPING DOWN ° FLASHING SELF -ADHERED FLASHING 5CRATGH COAT OVER RIM JOIST AND UP ° MATERIAL W/ METAL LATH IN SELF -FURRING WALL BY 6 IN. BUILDING PAPER LATH BUILDING PAPER RELEASE PAPER TWO LAYERS WRB SELF -ADHERED FLASHING, ° / WEEP 5CREED RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF TERMINATE SELF , ADHESIVE FLASHING _ —{{ ' AT LOWER N05E OF —I . n+ni, M.W.W.5. KEEP TOP EDGE OF WEEP SEAL TOPS OF JOISTS 5ELF ADHESIVE METAL d, M UNDER DECKING FLA5HING SCREED 2" BELOW TOP OF (SEE DETAIL WP07) MA50NRY BLOCK ��WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL /l LETTER ON CHEMICAL COMPATIBILITY ° ° SELF -ADHERED FLASHING 1AIA1 I OUITATLJ1 V-1 WEATHER RESISTIVE ,,— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER F__ WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BARRIER WOOD FRAME CONSTR. ACCORDANCE WITH 3/4'A" BEAD OF CONSTR. SHEATHING SELF -ADHERED FLASHING ADHESIVE TO BE APPLIED UNDER FLASHINSELF-ADHERED JA B &HHEAD r BY LAPPING DOWN THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING MATERIAL W/ METAL LATH IN OVER RIM JOIST AND UP W W W.DAVLSBEWS•COM MATERIAL W/ METAL LATH IN OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) WALL BY 6 IN. BUILDING PAPER SCORED BUILDING PAPER RELEASE PAPER ° Ins jM SELF -ADHERED FLASHING, n, / EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF bS1 �'Id"ilItiQl , _per ACA�C =V 64 tIn111YMpif ' 0 L '64 � - m . n+ni, nuai i ii u KEEP TOP EDGE OF WEEP SEAL TOPS OF JOISTS ' METAL d, M UNDER DECKING SCREED 2" BELOW TOP OF (SEE DETAIL WP07) ,,— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER F__ WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER THRESHOLD SECTION -A (SEE ° DETAIL WP02) SELF -ADHERED FLASHING \ TT NAILING FLANGE SELF -ADHERED G FLASH I NG DO NOT FLASH OVER—/ i BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW „.z. O SEAL TOPS JOISTS "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHERED FLASHING INSIDE CORNER ASPHALT SEALANT: jjjj��//� EXTEND MIN. OF 6" � TEXTURED, PAINTED - GALV. MTL. EXTER. WALL FINISH ASPHALT BASED OUTSIDE OF FLASHING CRICKET' AS L' FLASHING ROOF CRICKET: SEALANT APPLIED / iv SPECIFIED 6" X 18" H GALV. BY PLAN MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A C0 Y.. LOCATIONS) AT ENTRY MINIMUM OF 6" ABOVE z :':. ; ; : ROOF SHINGLES w VERTICAL RISE OF •Y:,; `>.::,.;.:,: FLASHING AT KNEEWALL 6" X 18" H GALV. DIVERTER FLASHING CONT. iv SEALANT FLASHING " :;>`;,'';::,::✓.: ,:"'..' ' ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE J ,:,`:� FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA WITH ROOF VALLEYS &ROOF CRICKETS. COVER SHEET) 6 HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING TEXTURED, PAINTED W/TAR BETWEEN EXTERIOR WALL FINISH FLASHING AND SHINGLES d'';''y :,raw r s s HOLD EXTERIOR FINISH 2" ABOVE ROOF SHINGLE PER of CONTRACT RSD .` FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL qR sy l�cq F S�qc 'R��',,Qs�'e,/s q�<o1_�cK o TYPICAL ROOF TO Rgti SO �NpER�P"M�N� ` � 4 �N� �P P �p4 WALL FLASHING DETAIL qq1 til 51N coy at coURSE co�Rs ooRSE \ase M�� P4oR� c 20D �sl co \ RAKE METAL z9 DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE 14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT - EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1° 8" 8" 8" 8" 8" _ ill REMOVE SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT ACCORDANCE WITH 3/4'A" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHINSELF-ADHERED JA B &HHEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING MATERIAL W/ METAL LATH IN UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW W W W.DAVLSBEWS•COM MATERIAL W/ METAL LATH IN OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) ACCORDANCE WITH ASTMC1063 BUILDING PAPER SCORED BUILDING PAPER RELEASE PAPER ° Ins jM SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE / EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD SECTION -A (SEE ° DETAIL WP02) SELF -ADHERED FLASHING \ TT NAILING FLANGE SELF -ADHERED G FLASH I NG DO NOT FLASH OVER—/ i BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW „.z. O SEAL TOPS JOISTS "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHERED FLASHING INSIDE CORNER ASPHALT SEALANT: jjjj��//� EXTEND MIN. OF 6" � TEXTURED, PAINTED - GALV. MTL. EXTER. WALL FINISH ASPHALT BASED OUTSIDE OF FLASHING CRICKET' AS L' FLASHING ROOF CRICKET: SEALANT APPLIED / iv SPECIFIED 6" X 18" H GALV. BY PLAN MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A C0 Y.. LOCATIONS) AT ENTRY MINIMUM OF 6" ABOVE z :':. ; ; : ROOF SHINGLES w VERTICAL RISE OF •Y:,; `>.::,.;.:,: FLASHING AT KNEEWALL 6" X 18" H GALV. DIVERTER FLASHING CONT. iv SEALANT FLASHING " :;>`;,'';::,::✓.: ,:"'..' ' ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE J ,:,`:� FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA WITH ROOF VALLEYS &ROOF CRICKETS. COVER SHEET) 6 HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING TEXTURED, PAINTED W/TAR BETWEEN EXTERIOR WALL FINISH FLASHING AND SHINGLES d'';''y :,raw r s s HOLD EXTERIOR FINISH 2" ABOVE ROOF SHINGLE PER of CONTRACT RSD .` FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL qR sy l�cq F S�qc 'R��',,Qs�'e,/s q�<o1_�cK o TYPICAL ROOF TO Rgti SO �NpER�P"M�N� ` � 4 �N� �P P �p4 WALL FLASHING DETAIL qq1 til 51N coy at coURSE co�Rs ooRSE \ase M�� P4oR� c 20D �sl co \ RAKE METAL z9 DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE 14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT - EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1° 8" 8" 8" 8" 8" _ ill REMOVE SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT 150 STATE STREET EAST APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN 813.92.5.1800 FAX W W W.DAVLSBEWS•COM MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER >_ a J N BUILDING PAPER L. ° Ins jM 7/16" O.S.B. 7/16" O.S.B. / SHEATHING ' SHEATHING ' _per ACA�C =V 64 ' 0 L '64 � - m 00 KEEP TOP EDGE OF WEEP ' METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER p°® ®•®,®®® WILL NEED TO BE MITER CUT AND CEMENT PLASTER IN °a °®v CAULKED ALL BUTT ° o®®®, o°®®� JOINTS NEED TO BE ACCORDANCE WITH EMBEDDEDIN ASTMC926 OVER WOOD .2ND FLOOR ®°®®®°®®• °®° ° ° SEALANT USING VULCUM CAULK FOR ALL J. CEMENT PLASTER OVER BLOCK 1ST FLOOR m NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. I 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED ®• BLOCK FLANGE 1/2" WEEP SCREED JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED x 0 DESIGN GROVP r0 0 _ohm 150 STATE STREET EAST 0 J Lo 813.92.5.1800 FAX W W W.DAVLSBEWS•COM 'n 1 Lo >_ a J N L. ° Ins jM 00 _per ACA�C =V 64 0 L '64 � - m 00 ZN�� JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED Lu CL0 cn ers et INSTALL BOTTOM EDGE OF o - 0000 SLAB WEEP SCREED 1" BELOW cv FINISH FLOOR Q Z W U cv .a `oy1111 ���� m LL OPTIONAL DETAIL NI�`'� o$ z WEEP SCREED DETAIL' ,. SCALE: NOT TO SCALE0 �% ►h�� �` O ►111 SHEATHING W SELF -ADHERED FLASHING PATCH I METAL FLASHING 1 11 1%.011 %&— V I \ V V V 1 FLASHING DETAIL 31NEERED ROOF RUN KIUKUU I FL.ASHINL7 b" J .S AT 24" O.C. PAST EDGE OF ROOF JI ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW 2 f ivl 1 98_.. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND I—LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W W.DAVLSBEWS•COM TAMPA • DENVER.: EST. 1994 - Lu CL0 cn ers et INSTALL BOTTOM EDGE OF o - 0000 SLAB WEEP SCREED 1" BELOW cv FINISH FLOOR Q Z W U cv .a `oy1111 ���� m LL OPTIONAL DETAIL NI�`'� o$ z WEEP SCREED DETAIL' ,. SCALE: NOT TO SCALE0 �% ►h�� �` O ►111 SHEATHING W SELF -ADHERED FLASHING PATCH I METAL FLASHING 1 11 1%.011 %&— V I \ V V V 1 FLASHING DETAIL 31NEERED ROOF RUN KIUKUU I FL.ASHINL7 b" J .S AT 24" O.C. PAST EDGE OF ROOF JI ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW 2 f ivl 1 98_.. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND I—LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. • JOB NUMBER 26002.147 ' CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED DISCONN, HORIL DIRECT VENT DRYER HORIL CA MAKE-UP THRU EXT. WALL MAKE-UP LIGHT LIGHT `` DUPLEX CONVENIENCE OUTLET I- — — — __1F — — — — I DUPLEX OUTLET ABOVE COUNTER \wa. WEATHERPROOF DUPLEX OUTLET W.P. 20 V. ---I WEATHERPROOF . II — — — -- — — — \ 0.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET • GF.I. HALF -SWITCHED DUPLEx OUTLET DEN I FG SPECIAL PURPOSE OUTLET I � ; -�� I I PW �U I \ =9 DUPLEX OUTLET IN FLOOR 7M. BATH ROUGH -IN I I I 220 VOLT OUTLET — ENTRY W.P. MASTER SUITE FOR OPT. I I WALL SWITCH G.F.I. /> -` HORIZ. ' </ J PAN/LIGHT p I \ I .4 13 THREE-WAY SWITCH MAKE-UP 4 FOUR-WAY SWITCH ID DIMMER SWITCH ROUGH -IN I I I // GF.I. COACH -- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE FOR OPT. \ I I PENDANT I G.F.I. AT 48" AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE FANLIGHT \ I — I `� (VERIFY _ — — — — _ _ _ Q RECESSED INCANDESCENT LIGHT FIXTURE � LOCATION) I I- I I I - }� LIGHT FIXTURE WITH PULL CHAIN jI cM FOYER / / PUMTTON RFOR i TRACK LIGHT O SD L — — — — J gp CH \ I \ FLUORESCENT LIGHT FIXTURE I � , g EXHAUST FAN M — — © EXHAUST FANLIGHT COMBINATION W.P. cM o \ \ 'u I 1 D ELECTRIC DOOR OPERATOR (OPTIONAL) I z G.P.I. I -� \ \ ° \ CH CHIMES (OPTIONAL) I _ WALL MOUNT I I O PUSHBUTTON SWITCH (TT10NAL) I \ ATS -8 I � \ I I `'� `� I ® CARBON MONOXIDE DETECTOR 1 / \ UP TO ;Q s� SMOKE DETECTOR LANAI PAN/ LIGHT SMOKE / CARBON MONO. COMBO DETECTOR KITCHEN I t (OPTIONAL) / I DINING _ � I�-rl I I I -<j TELEPHONE / I - IX v _j 4-1 / ��- 0 TELEVISION (OPTIONAL) FAMILY ROOM - � �; l0I I -- DAVIS GFI STD. LIGHT / IENDANT 'O, I - I _- I AT 48" GARAGE I / QT I HEWU,'7rA I P I \ ( I (VERIFY I � ELECTRIC METER LOCATION) ELECTRIC PANEL I — � I I � \ DISCONNECT SWITCH I OF WINDOWS -✓ �- SPEAKER (OPTIONAL) I � � O � ,�' �,-' �,/ �, �, I � L — — — — — — — 7 ROUGH -IN FOR OPT CEILING FAN I x to w 150 STATE STREET EAST C LEGMAR., RORMA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER. I r0 > 0 0 _j , _j co N ELEC. GF.I. Y i D�j�M 8=/ Lm N > > M -1 i0 — — — 0 0 PANEL 200 AMP AT c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ O J C 00 ------- -------- H cm t0+'f0 41zC42q 00 COACH GJ ROUGH -IN FOR OPT. CEILING FAN MICROWAVE VENT WOOD AND ti • JOB NUMBER 26002.147 ' CAD FILE NAME LOT 188 ISSUED 06-15-16 REVISED DISCONN, HORIL DIRECT VENT DRYER HORIL CA MAKE-UP THRU EXT. WALL MAKE-UP LIGHT LIGHT `` DUPLEX CONVENIENCE OUTLET I- — — — __1F — — — — I DUPLEX OUTLET ABOVE COUNTER \wa. WEATHERPROOF DUPLEX OUTLET W.P. 20 V. ---I WEATHERPROOF . II — — — -- — — — \ 0.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET • GF.I. HALF -SWITCHED DUPLEx OUTLET DEN I FG SPECIAL PURPOSE OUTLET I � ; -�� I I PW �U I \ =9 DUPLEX OUTLET IN FLOOR 7M. BATH ROUGH -IN I I I 220 VOLT OUTLET — ENTRY W.P. MASTER SUITE FOR OPT. I I WALL SWITCH G.F.I. /> -` HORIZ. ' </ J PAN/LIGHT p I \ I .4 13 THREE-WAY SWITCH MAKE-UP 4 FOUR-WAY SWITCH ID DIMMER SWITCH ROUGH -IN I I I // GF.I. COACH -- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE FOR OPT. \ I I PENDANT I G.F.I. AT 48" AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE FANLIGHT \ I — I `� (VERIFY _ — — — — _ _ _ Q RECESSED INCANDESCENT LIGHT FIXTURE � LOCATION) I I- I I I - }� LIGHT FIXTURE WITH PULL CHAIN jI cM FOYER / / PUMTTON RFOR i TRACK LIGHT O SD L — — — — J gp CH \ I \ FLUORESCENT LIGHT FIXTURE I � , g EXHAUST FAN M — — © EXHAUST FANLIGHT COMBINATION W.P. cM o \ \ 'u I 1 D ELECTRIC DOOR OPERATOR (OPTIONAL) I z G.P.I. I -� \ \ ° \ CH CHIMES (OPTIONAL) I _ WALL MOUNT I I O PUSHBUTTON SWITCH (TT10NAL) I \ ATS -8 I � \ I I `'� `� I ® CARBON MONOXIDE DETECTOR 1 / \ UP TO ;Q s� SMOKE DETECTOR LANAI PAN/ LIGHT SMOKE / CARBON MONO. COMBO DETECTOR KITCHEN I t (OPTIONAL) / I DINING _ � I�-rl I I I -<j TELEPHONE / I - IX v _j 4-1 / ��- 0 TELEVISION (OPTIONAL) FAMILY ROOM - � �; l0I I -- DAVIS GFI STD. LIGHT / IENDANT 'O, I - I _- I AT 48" GARAGE I / QT I HEWU,'7rA I P I \ ( I (VERIFY I � ELECTRIC METER LOCATION) ELECTRIC PANEL I — � I I � \ DISCONNECT SWITCH I OF WINDOWS -✓ �- SPEAKER (OPTIONAL) I � � O � ,�' �,-' �,/ �, �, I � L — — — — — — — 7 ROUGH -IN FOR OPT CEILING FAN G.C. VERIFY ALL • SMOKE DETECTORS TO BE HARD -WIRED 2585 'OUDiN� ' TITLE • MAIN FLOOR ELECTRICAL PLAN #16-1982 Do' MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT I BEWS DESIGN GROVP 150 STATE STREET EAST C LEGMAR., RORMA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER. I � > ELEC. GF.I. v J — — — O PANEL 200 AMP AT c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ------- -------- H COACH GJ ROUGH -IN FOR OPT. CEILING FAN MICROWAVE VENT WOOD AND LIGHT NOTES OUTLET +74" MICRO TO EXTERIOR W.P. GF.I. I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED FOR T.Urk ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. SERVICE 2. UNLE65 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. J4` 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 4/0 ALU. CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINIWj TYP. 14 AND X12 COPPER t0 ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, REFER TO FLOOR IN51DE LIGHTS AND OUTLETS CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. PLAN FOR NOTED MAIN DISC. PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 20114106.12 AND 406.13 AMPS. REQUIRED h0 COPPER TO WATER HEATER 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND s8 COPPER TO RANGE ROOMS SHALL BE W.C.I. PROTECTED (GRI) SERVICE POWER COMPANY 04 COPPER TO 5/8" GROUND ROD b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE BONDED ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, FB.C.R. - 5TH TO FOOTING STEEL EDITION 12014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL RISER DIAGRAM PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL BATTERY BACKUP. COMBINATION SMOKE/CAIN MONOXIDE ALARMS SHALL BE ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL • SMOKE DETECTORS TO BE HARD -WIRED 2585 'OUDiN� ' TITLE • MAIN FLOOR ELECTRICAL PLAN #16-1982 Do' MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT BEWS DESIGN GROVP 150 STATE STREET EAST C LEGMAR., RORMA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER. EST. 1994 G.C. VERIFY ALL • SMOKE DETECTORS TO BE HARD -WIRED 2585 'OUDiN� ' TITLE • MAIN FLOOR ELECTRICAL PLAN #16-1982 Do' MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT HORIZ E L E C T fR I C A L <E MAKE-UP LIGHT � .DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER F DUPLEX OUTLET BATH 2 W.P I- — GF.I. FJ. 0F.. GROUND FAULT INTERRUPTER DUPLEX OUTLET I . C.F.I. ' I A.N. I :O,' � HALF-SWI1CNEp DUPLEX OUTLET DISC: BEDROOM 4 j � SPECIAL PURPOSE OUTLET G - - aL BATH 3 I � DUPLEX OUTLET IN FLOOR 0 MHT. / \ I 0 220 VOLT OUTLET ROUGH -IN / / I WALL SWITCH FOR OPT. l �+ ' I 13 TWREE-WAY SWITCH FAN/LIGWT Jr- --- ROUGH -IN I 1.4 FOUR-WAY SWITCH LIGHT AND To, � FOR OPT.BEDROOM 2 I' I SWITCH Q; FAN/LIGWr _ _ — — — — — - - - - - — — — - - — — - — -� D DIMMER SWITCH IN ATTIC / sp I + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE \ L =►'-i / I WALL MOUNTED INCANDESCENT LIGHT FIXTURE M O`- — — I ;Q• RECESSED INCANDESCENT LIGHT FIXTURE sD — — — — — — — I Ac. LIGHT FIXTURE WITH PULL CHAIN WALLAHS TRACK LIGHT SD CM `� CM DISC. MNT� I FLUORESCENT LIGHT FIXTURE — — — g EXHAUST FAN \ I I ;Q. EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR sD I s� SMOKE DETECTOR DOWN TO sD SMOKE / GAIN MONO. COMBO DETECTOR SWITCHES LOFT I b TELEPHONE (OPTIONAL) BEDROOM 3 I VI5ION (OPTIONAL) � .TELE 7(D (D THERMOSTAT ROUGH -IN/ I Z ELECTRIC METER F OR OPT. I Am ELECTRIC PANEL \ �/ �% FAN/I.IGHT I DISGOMJECT SWITCH \ROUGH -IN I ® SPEAKER (OPTIONAL) FOR OPT. FAN/LIGHT I c I I v � ROUGH -IN FOR OPT. CEILING FAN c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING PAN NOTES- I. OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14'I TELEPHONE. ..14" (UNLESS ABV COUNTERTOP) TELEVISION., 14" JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REWSED 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE C x m w AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR5. 150 STATE STR.F= EAST OLDWAR, I7..ORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS COM TAMPA • DENN/ER.. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING 0000 J0 * * * * ROOMS, LIVING MOMS, PARLORS, LIBRARIES, DENS, 5UNROOMS, RECREATION ROOMS, 00 co CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. O'M G.C. VERIFY ALL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 N r SMOKE DETECTORS L L °pLLM TO BE WARP -WIRED 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY h * * * * ROOMS SHALL BE G.F.C.I. PROTECTED (GPD. o_j c0 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICALWORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.G. 2011, FB.C.R - 5TW EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING WAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, i J FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING 0 n PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN O z of 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. JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REWSED . C x m w 150 STATE STR.F= EAST OLDWAR, I7..ORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS COM TAMPA • DENN/ER.. EST. 1994 ��— 0000 J0 O_j 00 co O'M Y/ 1� L>>JN N r L L °pLLM 0 h o_j c0 i J 0 n O z of JOB NUMBER 26002.147 CAD FILE NAME LOT 188 ISSUED 06-15-16 REWSED 2585 OLEwILD��� SAANFoR a UPPER FLOORT ELECTRICAL . PLAN #16-1982 UPPER FLOOR ELECTRICAL PLAN 4SHEET B GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STR.F= EAST OLDWAR, I7..ORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS COM TAMPA • DENN/ER.. EST. 1994 ��— 2585 OLEwILD��� SAANFoR a UPPER FLOORT ELECTRICAL . PLAN #16-1982 UPPER FLOOR ELECTRICAL PLAN 4SHEET B GARAGE LEFT /� I E S FOR USE WITH PRESSURE TREATED GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, O DRAWINGS ��` V VI p / A N t �-1 V METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES W OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ~ SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. �+ Q ----- - ----- -- ----- --- ----- ----- 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES F PRESERVATIVE WOOD TREATER. Z THE SOIL UNDER THIS STRUCTURE SHALL TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITESS,, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN 0 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. CD ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. S3 DOWEL PLACEMENT PLAN 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR Z SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT O CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE S4 FIRST FLOOR FRAMING PLAN N h 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 ZCL 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. S4.1 NOTES & CONNECTOR LEGEND 0 F THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 0 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. a PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN w W 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. = W CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 0 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 S5 LINTEL PLAN w WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHINCALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD S D 1 FOUNDATION DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE CD REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. S D2 GENERAL DETAILS Z "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS �_ 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS 5 BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND S D3 GENE RAL D ETA LS M W AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY �+ 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 O 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS :V CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF SD5 TWO STORY DETAILS `r w M BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) ��. �,� v 1. ALL BOLTS &THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) SD6 TWO STORY i DETA� LS O ��;.••• � e�00 - 2. STEEL BOLTS LESS THAN ONE (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) •' `3y� ���' LLI 5 ' • :•cc Y o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST 1 STAR D ETA LS . +�ti `� _ � = U 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) S o 2 6-40 -� 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES :�> , 0- J w OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.Z ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: w �dc9 •+' •••• ••��O MASONRY WALL CONSTRUCTION A) FLOORS 15 PSF B)BALCON1Es = 15 PSF NUMBER DATE DESCRIPTION PR �` u 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING O 1l/11IIII'I0% m ATTIC WITHOUT STORAGE = 10 PSF � CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 CREATED ELEV. A B C AND ELEV A WITH BONUS PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 1 5/9/2014 Q 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF WITH MASTER 2 AND WITH BONUS & MASTER 2 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 'S 4 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE J GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS w • SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2 7/$/2014. CREATED ELEV. C WI TRUSSWAY TRUSSES 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CREATED ELEV. C W/ BONUS - TRUSSWAY a- �7 G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16 OSB SHEATHING 3 12/1$/2014 2 ' N 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 TRUSSES O'' `. PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. U 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/ BLOCKo LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12 O.C. MAX & 4" FROM 4 1/29/2015 CREATED ELEV, B STD - TRUSSWAY TRUSSES Q WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERiTCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP &BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) C o 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL REMOVED OPTIONAL MASTER SUITE 2 AND w 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS w MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROMo 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND , a EQUALLY SPACED FROM END OF TRUSS. "X BRACING TO START 20-0 MAX FROM #1 HIP MASTER PER BILL YOUNGMAN S REQUEST Q COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND Z 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 U . ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTSUPDATED ELEV. A STD W/ TRUSSWAY TRUSSES w 0 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4./14/2015 O � � Q 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 PER TB -56 Z 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 O Q CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 7 1/$/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WIT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT n- U'^) CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-63). VJ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 7) 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 $ 1/26/2016 ADDED ALTERNATE DEN OPTION ~ z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2112d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) U)O W DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.6. 1. WOOD CONSTRUCTION SMALL CONFORM TO THE NFPA "NATIONAL DESIGN THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED 1N ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR RETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE I TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION, FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD 2 2 E = 1,800,000 Ib/in z U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES REQUIRED. REFER TO SECTION R301.2.1.2 OF THE IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft = 1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. u7 TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 E 1/ SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINRT SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. -4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 ILLo WIND PRESSURE & SUCTION EFFECTIVE z (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA 4O O 10 (+) 21.2 (+) 21.2 J - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 o - 20.8 - 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" Q (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 J✓ Lo STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Is strictly prohibited; Z`''C� ILLo _"� z ffi O J Z o O as w _ Q ry F W E-- t� L.L 0 w U �.._ Q W Cn o O W = U u7 a Z 0 w Z a Z O 000 H 00 Z 0 !' w Z .1 0 0 _j Z CO W W a 0 0 La CV w OO W Z > Z W 0 O U)_ w STRUCTURAL ENG CFG / BAD DRAFTING: U VUILU��C H -STRUCT: TNT QC CHECK JOB No. CC F- --_T. TM - 2152530 UJ SCALE: AS INDICATED X16 2 W x DATE: 06/29/2016 S1H 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; O Z O c0 L O N 0 co A/C PAD A/1 FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER J MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT h CODE EDITION. Z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG: & TIE BEAM p ENDS) W/MIN, 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. co LAP SPLICES SHALL BE NO LESS THAN 25". W W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR ' Z RECESSING DOOR SILLS. O 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N I- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F - CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE p V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W W USE ALTERNATE APPROVED METHOD. � Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. p 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z_ INSTRUCTIONS. ❑ - --- -- -- -- - - - J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. M LLJ 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q❑ DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED Ix O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS -i W AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD CO FOOTING STEP DOWN AND CORNER INFORMATION. O ```�11111IIJNt////'A d 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ••••••w "` W Ci SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH f•, ;, N J Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTIONt %; a Q Cj 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER W C3 ❑ J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS %• V 9Z W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO +~•b.•«•p W O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ~O �� * p(� ., `�'� in SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED 1N 12 LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). Q THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. U O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO W "O DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE a C 11. '�. M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND =1 N FOOTING SIZES PENDING DEPTH OF STEMWALL O ° a FOOTING SCHEDULE o cli 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. W 0 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.j' BARS & 3" MIN. COVER TO EDGE OF CONC. CL a) 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. _WAY O BARS 13" MINOCOVER O EDGE OF CONC RIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. LL •" O p28"x28"x12" dp w/ #5's EQUALLY SPACED EA. �-+ r 2.$ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 4cc 301'x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. IL 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3 MIN. COVER TO EDGE OF CONC. Z O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. J WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W Q 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. os 51 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ❑ Z p BARS & 3" MIN. COVER TO EDGE OF CONC. Z O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O z 4 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O - BARS & 3" MIN. COVER TO EDGE OF CONC. Z 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY I BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (8) # 5 E.W. U Z a O60"x60"x16" dp w/#5's EQUALLY SPACED EA. j Z 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W Z U BARS & 3" MIN. COVER TO EDGE OF CONC. I _ Q F- LU z SYMBOLS LEGEND Q ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. ~ Z LU TO TIE BEAM (6'-8" O.C. MAX U.N.O.). 0 W O = _ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Q Z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ❑ w O INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. a. #5 CONT. FT.G TO TIE BEAM. — arl Z (� 4 Z O00 11 J 00 ❑ Z W Z J O 0�--� z Q W s 00`00 CN m ❑ h 0 W LU LL. z w�4� W p ❑ cn �- w 0 STRUCTURAL ENG: CFG ! 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L) Q Z 0 W O rja O Z J O O0 11 N 00 z W Z O 0�� � < ILL _ 0000 04 O W .. m O -j Z o ~ J W LL Uj z LU �0= LU O o cn C1 - W o: STRUCTURAL ENG CFG / BAD U DRAFTING: � I H F--STRUCT: TNT n"'t' QC CHECK: CC ZJOB No. TM -2152530 W SCALE: AS INDICATED DATE: DOWEL PLACEMENT PLAN 06,29/2016 I -Off 3 _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. r H J f - z W a W ,z O O N I- z n. 0 U W W W O U z J 5 m w D � 0' O J U- W11111111111,' W r••�Mr •r• /.h ��� 00 V iUj co J Z w r • r••rr�wN�*•O � "7 LLL Q ���ro I11111��� m J J Q WCL O z Y:Y C` Q LU LL Q Q � G�► U O �r b z O O � 7 LU re a. L Q J ZI: U- 0 z O J LL o Z a Jo �V, W0 Z��� Z�� W l— o U) Q Z 0 w O a Z ci � O Z J O 0000 z Z V V- F - LU LU Z J O 0�-� z - <LL O ' M 0000 N m o Owe J Uj zLU �- D O w Q H F- o � cn CL W a! STRUCTURAL ENG CFG / BAD (� DRAFTING: F--STRUCT TNT �V11..b/,vC J QC CHECK. CC JOB No. TM- 2152530 z..._ - ---- -- FIRST F FRAMING P E�f >,; SCALE__ AS INDICATED fn DATE: 06/29/2016 W 1/411=11-011 #16-1982 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 E COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BWZ 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" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf '' -rd. PT. 3 T O BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN O5 BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN POSTS. AT EXTERIOR CONDITIONS BW6 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN. 1/2"THREADED ROD @ 48" O.C. 1160P If i PT. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND 12" SPF ADJUST AS REQ'D TO MISS STUDS 3rd. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf Mrd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN BW12 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT 1/2" THREADED ROD @ 48" O.C. 1160 pif 1rd. PT. 10 F1 �o 12" SYP ADJUST AS REQ'D TO MISS STUDS 6280 s STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. 1 1 9 6 ,__LL 1 L COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST P O 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. OR 3-1/2'W" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. T O 5-1/4"x5-1/4" LVL COLUMN. V O 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. Y O 3 1/2" X 117/8" LVL COLUMN O5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)1" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131„ x 22„ 10d .148" x 3" 12d .148" x 34' 16d .162" x 32, 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 T0. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x23" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 El HTS20 w/(24)10d x 121" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS El (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 7 D MTS 12 w/(14)10d x 11" NAILS 2 FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 ElMGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2) 1.75 x11.875 LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS El HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 F1 �o HGT-2 w/(16)10d NAILS w/28" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x23" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN 18 EPDXY MIN. T' EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/( 18) 16d x 22 8 " NAILS w-" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD PF NAILS 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 z LTT20B w/(10) 10d NAILS & $' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7 SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 8 SEE DTL WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x23" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x42 PLATE NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2) 1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x23" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75 x16 LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" 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) W 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 H3x42 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED ISNOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 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 1/4" 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 BU r IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 1 1 i i 7 ► W 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE.ILL 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN ,,��� bl jp W Cf) PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. �" " • �N/ tee,. ►1 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO • �6�s ,r00 o CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP = `_j DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW ¢Z C z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE '� ! Z = 0 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS? �` ul Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR r ,� ,� = °_ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS o -=•� Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF w '� * PR >- O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ��//111111���` m LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. J 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE Q ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND _ BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE H y ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED `✓ 0 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" 0 M THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. N BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE ° TRUSS MANUFACTURERS LAYOUT ¢ o M 0 M �' ----STOP--- W" AND CALL THE ENGINEER OF RECORD PRIOR TO a`" PLACEMENT OF ANY TRUSSES z NAILING SCHEDULE: ° Z ".. ROOFS: m 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 a n/ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR UjL.L TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE U Z SPACED NO MORE THAN 24 O.C. 0 GABLE ENDS: U W ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. p z AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q 06 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Z O U' Z O Z Z ffi EXTERIOR WALLS: p W SEE WF10/SD4 FOR MORE INFO. F- O NAILS: o U O a NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. W06 U �? N ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d Q 8d RING OR SPIRAL SHANK = ►" � HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ~ z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY I=- -U Z TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2 W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL w H �... BE IN ACCORDANCE WITH ASTM A 153. z i- HEATHING N o W O APA S NOTE: W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 0 = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U WITH (3) 10d TOENAILS. Q z_ ° W FLOOR FRAMING NOTES CL z V O GENERAL NOTES ¢ 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. O Z z11 J 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 0 00 ❑ 00 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF z (!) T- LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. W Z Z 0 ° z W 0 Y NAILING SCHEDULEQ FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION = O 00 O 1 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). N NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL m SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0 J Z EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.❑ F J W LL W w >- 4 NOTES: wo la- ° 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL U) CL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. w 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE W STRUCTURAL ENG: CFG /BAD MANUFACTURER. 1- -- - 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND j DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION WITH W STRUCT: TNT DIMENSTIONS NOT SHOWN HERE. wlL.t�iLC;, -j QC CHECK: CC AN 11 I- JOB No. TM- 2152530 z wSCALE AS INDICATED �,/�7�,\:�,� ❑ W DATE: 06/29/2016 FLOOR NOTES FOR MORE INFO. NOTES& CONNECTOR LEGEND- 4. 1 1/411=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. O CL W C) 1 1 i i 7 ► W 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE.ILL 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN ,,��� bl jp W Cf) PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. �" " • �N/ tee,. ►1 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO • �6�s ,r00 o CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP = `_j DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW ¢Z C z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE '� ! Z = 0 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS? �` ul Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR r ,� ,� = °_ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS o -=•� Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF w '� * PR >- O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ��//111111���` m LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. J 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE Q ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND _ BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE H y ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED `✓ 0 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" 0 M THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. N BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE ° TRUSS MANUFACTURERS LAYOUT ¢ o M 0 M �' ----STOP--- W" AND CALL THE ENGINEER OF RECORD PRIOR TO a`" PLACEMENT OF ANY TRUSSES z NAILING SCHEDULE: ° Z ".. ROOFS: m 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 a n/ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR UjL.L TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE U Z SPACED NO MORE THAN 24 O.C. 0 GABLE ENDS: U W ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. p z AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q 06 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Z O U' Z O Z Z ffi EXTERIOR WALLS: p W SEE WF10/SD4 FOR MORE INFO. F- O NAILS: o U O a NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. W06 U �? N ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d Q 8d RING OR SPIRAL SHANK = ►" � HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ~ z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY I=- -U Z TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2 W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL w H �... BE IN ACCORDANCE WITH ASTM A 153. z i- HEATHING N o W O APA S NOTE: W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 0 = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U WITH (3) 10d TOENAILS. Q z_ ° W FLOOR FRAMING NOTES CL z V O GENERAL NOTES ¢ 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. O Z z11 J 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 0 00 ❑ 00 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF z (!) T- LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. W Z Z 0 ° z W 0 Y NAILING SCHEDULEQ FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION = O 00 O 1 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). N NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL m SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0 J Z EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.❑ F J W LL W w >- 4 NOTES: wo la- ° 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL U) CL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. w 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE W STRUCTURAL ENG: CFG /BAD MANUFACTURER. 1- -- - 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND j DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION WITH W STRUCT: TNT DIMENSTIONS NOT SHOWN HERE. wlL.t�iLC;, -j QC CHECK: CC AN 11 I- JOB No. TM- 2152530 z wSCALE AS INDICATED �,/�7�,\:�,� ❑ W DATE: 06/29/2016 FLOOR NOTES FOR MORE INFO. NOTES& CONNECTOR LEGEND- 4. 1 1/411=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WSO4 SD5 WSO4 A A 4 4 B SD5 00 O O 1�- 00 00 00 00 O O r (V M co M M M M co co N r O O O 00 nJ r O. O O O. O O O O r r r r r r r r r r r r r r r 'App X IY G_ W W W W W X W W �QO J08 J09 J10 J11 J11 J10 J09 J08 O`l �� A 00 J08 J09 J10 J11 J11 J19 J18 J17 J16 Ly WSO4 SD5 W504 4 F 4 A SD5 EXTERIOR FRAME WALL STANDARD 2ND FLOOR FRAMING SCHEDULE (TAYLOR MORRISON) U WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX I 9'-011 2x4 SPF #1/#2 1: 16" O.C. MAX - - 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX NOTES: 2x4 SPF #1/#2 w 12" O.C. MAX M� EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR I REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. i"M ,. NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. Q 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. i �II +I 1�1®1 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR _1��•�l I—I 1 -- --- 1 �I�I■I�1�1 — - TO FOLLOW THE DETAILS INDICATED BELOW' H I OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) W �I►; I�I�I�I�I■ISI �I X �' I SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z �1� I� SHEATHING IS NOT CONTINUOUS) ,� 0 :• - I 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Z d O I , ��I�I�I—I , I�1�1 I■1�1� �I �1 GI 1 - — -- -- �. II 00 0 ire I� o A �Il I I• �•. _ 1• - STRAPS - - --- �. 1 - .i� -- -I ® STRAPS ,. -- N 10 8 ,��i��Ni��®101®I®I®I®I-Ihi� �■il®I�I_iN�M�M�N ,JI- 1 1 1 1 �� A 00 J08 J09 J10 J11 J11 J19 J18 J17 J16 Ly WSO4 SD5 W504 4 F 4 A SD5 w W LU 0 O 0 Z m W O u���``� 'k 11 NI � w M IT Ooo IRS op 00 CD �LU�V (J 0¢_ a !mow O _j Q� -► W LU 0 O Q cn W WGw{ IL CY) O U` o 0 r 0 , O Q W4 0 cli ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w z tf W C 0 U) z Q W O a W W I Z Z W as 0 0 9PO a rr�� z U) V � $0 LL z Z Off`, Q zQ O o LL w �LU LV' z6 �O ° O W 0 Z LU n/ Q LL 0/ W 0L T O U) U zi I SII Jf�l 0 EXTERIOR FRAME WALL STANDARD 2ND FLOOR FRAMING SCHEDULE (TAYLOR MORRISON) U WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX NOTES: 2x4 SPF #1/#2 w 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. Q 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q -- — - TO FOLLOW THE DETAILS INDICATED BELOW' H OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS X SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) O 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Z d O w W LU 0 O 0 Z m W O u���``� 'k 11 NI � w M IT Ooo IRS op 00 CD �LU�V (J 0¢_ a !mow O _j Q� -► W LU 0 O Q cn W WGw{ IL CY) O U` o 0 r 0 , O Q W4 0 cli ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w z tf W C 0 U) z Q W O a W W I Z Z W as 0 0 9PO a rr�� z U) V � $0 LL z Z Off`, Q zQ O o LL w �LU LV' z6 �O ° O W 0 Z LU n/ Q LL 0/ W 0L T O U) U zi I SII Jf�l 0 EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) U WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. w W LU 0 O 0 Z m W O u���``� 'k 11 NI � w M IT Ooo IRS op 00 CD �LU�V (J 0¢_ a !mow O _j Q� -► W LU 0 O Q cn W WGw{ IL CY) O U` o 0 r 0 , O Q W4 0 cli ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w z tf W C 0 U) z Q W O a W W I Z Z W as 0 0 9PO a rr�� z U) V � $0 LL z Z Off`, Q zQ O o LL w �LU LV' z6 �O ° O W 0 Z LU n/ Q LL 0/ W 0L T O U) U zi I SII Jf�l 0 yl — ��� U0 Z U Q Z O 00000 11 J 0 Z (!)T- W Z J O 0W_j n Z �an, Y H 1 = 0000 2ND Oce . _j .1 Z W U LU Cl n QO= W Q F- F - o W STRUCTURAL ENG CFG / BAD U DRAFTING: H STRUCT: TNT ¢ QC CHECK: CC -- H JOB No. TM -2152530 S rJ o SCALE: AS INDICATED ROOF FRAMING PLAN RTW DATE: 06/29/2016 1/4"=11-011 #1 OR LEGEND G 1 982 - NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. C7 W J 14'-0" 0 292/0 1160/0 1660/0 2439/0 AP BEND 0 Z LAP SPLICE "All °• . NO -SHEAR WALL IT OPENING "B" ° ' TYP( AL SHEAR WA L SEGMENT OR 16-0"0 7 284 / 0 950 / 0 PRECAST LINTEL LOAD TABLE 1997 / 0 ° GENERAL CONCRETE LINTEL SCHEDULE 4 - 91/2 °. 3 55/8 121/2 . #5 31/8 G 113/4 CONTRACTOR TO 33/4 AT CORNERS PRECAST"U" METAL LATH #6 18 0 „ 0 211/0 750/0 1177/0 1676/0 181/2 36 #7 .' 9 13/16 16 1/2 35 5 1/4 913/16 213/4 42 VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO STANDARD LINTELS PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES D CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-113/81724-013 8F32-1 B / 8F32 -0B FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET (METAL & 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. BEARING (MIN 3") LINTEL, #5 TO BE PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 1� 6 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 ' HOOKED INTO PROHIBITED) �, 10" HOOK NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV: MASONRY OPENINGS. U.N.O. _j 4 - - - 2-2 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 SIDE VERTICALS '. STANDARD 90 DEGREE HOOKF 3. ALL STANDARD LINTELS TO HAVE MIN. 4" (BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. W 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 %�-- .. . °e e . a . ° ' °, a AR GEA 8" BEARING . END p 3'-2" 1217 2165 / 1969 6113 / 2931 $672 / 4576 10000 /6224 4' °— �" °° — — `°"' "' °' �' ° a' — i ' .< �' `�— — •- —° ° — — w ~ TYP BOND BEA M 8" x 8" x 16" K.O. LINTEL BLOCK FILL 3000 CONC. 1 #5 DIA. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W 3'-4" 1006 1663/1349 5365/ 1999 7342/3123 10000/4249 °° ° . ° d ° ° • ° ° ' e : ° w/ psi w/ p O 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 a ° °' ° ° REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4'-6" 710 1423/ 1105 4360 / 1631 6036 / 2549 8328 / 3470 ` ° ° ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 a ' :�e •. ° . ' �° 1a' °. I .. a 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 ° °.° ° °° ..e. ' I .' Z 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843/1626 3486/2602 6390/3302 N g CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS Z Ir'. aJ z w W. ADEQUATE FOR THE LOADS. O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 a 5 � 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O 9'-2" 315 618/535 1633/1247 2781 /1946 4754/2489 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W 10'-O" 292 567/454 1366/1277 2423/1770 4006/2263 J ° e ' �`I` ° I .. WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 2 10'-8" 277 492 / 352 1254 / 1132 2193/1567 3552/2003 Q_ ROUGH OPENING PER PLAN ,��' ..,.. --° — a 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL � 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883/1848 '. psi CONC. STD90 DEGREE ANGLE 3000 pw/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p e' ° . 128 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 O _ ° �. a °' . �' #5 DIA. REBAR U . 1 131-41' 0 328/0 1234/0 1779/0 2662/0 en C7 W J q °20'-0" 0 180/0 598/0 1024/0 1441/0 1, fc PRECAST LINTELS = 3500 PSL Q I ° 20'-8" 0 145/0 550/0 981/0 1376/0 2. fc PRESTRESSED LINTELS =6000 psi. p G ° °•• ' 3 GROUTED PER ASTM C476 fa = 3000psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. 14'-0" 0 292/0 1160/0 1660/0 2439/0 AP BEND 0 Z LAP SPLICE "All °• . NO -SHEAR WALL IT OPENING "B" ° ' TYP( AL SHEAR WA L SEGMENT 17/8 16-0"0 7 284 / 0 950 / 0 1379 / 0 1997 / 0 ° MATERIALS 4 - 91/2 °. 3 55/8 121/2 . #5 31/8 G 113/4 25 33/4 7 q °20'-0" 0 180/0 598/0 1024/0 1441/0 1, fc PRECAST LINTELS = 3500 PSL Q I ° 20'-8" 0 145/0 550/0 981/0 1376/0 2. fc PRESTRESSED LINTELS =6000 psi. p G ° °•• ' 3 GROUTED PER ASTM C476 fa = 3000psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. 14'-0" 0 292/0 1160/0 1660/0 2439/0 AP BEND 0 Z LAP SPLICE "All °• . NO -SHEAR WALL IT OPENING "B" ° ' TYP( AL SHEAR WA L SEGMENT 17/8 16-0"0 7 284 / 0 950 / 0 1379 / 0 1997 / 0 ° MATERIALS p - 91/2 20 3 55/8 121/2 4 #5 31/8 G 113/4 25 33/4 7 151/2 30 #6 18 0 „ 0 211/0 750/0 1177/0 1676/0 181/2 36 #7 .' 9 13/16 16 1/2 35 5 1/4 913/16 213/4 42 5 q °20'-0" 0 180/0 598/0 1024/0 1441/0 1, fc PRECAST LINTELS = 3500 PSL Q I ° 20'-8" 0 145/0 550/0 981/0 1376/0 2. fc PRESTRESSED LINTELS =6000 psi. p G ° °•• ' 3 GROUTED PER ASTM C476 fa = 3000psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 O 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED LL INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. ♦♦``, �� ����`'' Lu CO C SEE 5 REBAR PER ASTM A615 GRADE 60 PRESTRESSING STRAND PER ASTM A416 GRADE ♦ A d A BEAM w/ (1) #5 BAR W/ 3000 psi N 2'_4" 1694 / 1694 3725 / 3280 5499 / 5421 O ♦ o * �, 11i1 � 00 T 1MD08/S5 FOR LAP INFO. 2'_8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. �► •. N•••• /�I/ ��� Li d ' PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 yrs f. �•., �.Zr "'�'" _5 Z ° GRADE 40 GRADE 60 ° BEND 0 LENGTH AP BEND 0 LENGTH LAP SPLICE "All °• . NO -SHEAR WALL IT OPENING "B" ° ' TYP( AL SHEAR WA L SEGMENT 17/8 41/4 7 15 ' 41/4 91/4 ° #4 21/2 5 5/8 91/2 20 3 55/8 121/2 4 #5 31/8 G 113/4 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 O 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED LL INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. ♦♦``, �� ����`'' Lu CO C SEE 5 REBAR PER ASTM A615 GRADE 60 PRESTRESSING STRAND PER ASTM A416 GRADE ♦ A d A BEAM w/ (1) #5 BAR W/ 3000 psi N 2'_4" 1694 / 1694 3725 / 3280 5499 / 5421 O ♦ o * �, 11i1 � 00 T 1MD08/S5 FOR LAP INFO. 2'_8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. �► •. N•••• /�I/ ��� Li d ' PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 yrs f. �•., �.Zr "'�'" _5 Z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE z W JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ."� :W 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U UNFILLED R =RECESSED :0a k • • C Z W 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •q *•• ��� Q p 8'-4" 415/ 235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY •'*••••• �e m U_ 8F16-1B/1T O p F �lcrui���O A�D�0TYPICAL MASONRY CONSTRUCTION 0 8F8-1B/1T �� QUANTITY OF #5 REBAR AT TOP Q scALE:3/a-o° 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION U w ra° � O 8RF14-0B/1T d !, M V, 8F16-0B/1T 1-1/2" CLEAR O C.? o H-' C) , 8F20-1B/1T _j 0L''. z x . Z=rGROUT EBAR AT TOP MIN. (1) REQ'D ¢ :: 0 08F20-0B/1T cli Q U.ca 8RF22-1B/1T z w °�° F E to z EBAR AT BOTTOM OF LINTEL _ C> U 81724-16/1T _ ITY U ♦y' * BOTTOM REINFORCING PROVIDED LLC" S8RF22-OB/1T O EE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL IN LINTEL (VARIES) :.;..,•.•;� .. • ' ; ' .:...: M8F24-OB/IT8" NOMINAL WIDTH Z ., . ,.,,-. .:•... :,.•• ,.,-. '..::��.�.;• � �� O O Q FILLED :. �:•'::: LINTEL PER PLAN ' O <. 8F32-1B/1T 1-1/2" CLEAR TRANSOM OPENING O Ld 8RF30-0B/1T Q � ti W i "-�; n V #5 REBAR AT TOP MIN, (1) REQ'D Z 0 8F32 -OB/1 T v C� Q C.M.U. FRAME INFILL AROU �. z to WINDOW BY BUILDER `{s. ~''` SEE FOUNDATION O io 81738 -1B/1T -°�° g y PLAN FOR (I )LED CELL io O O 81712 -16/1T o Q °6 SEE WF01/SD3 FOR p z / MORE INFO \ INFO. MIN. 1 IS REQ'D a� O �, U Q ` ON EITHER SIDE U.N.O. O ffi '�'�` ° BOTTOM REINFORCING PROVIDED LL 8F40 -0B/1T z 7-5/8" ACTUAL IN LINTEL (VARIES) z ^ Ow 8F8 -0B/1T 8" NOMINAL WIDTH 0 LL J J co `� .'.!';. (2) 2X8 WOOD HEADER UNFILLED U z x TURNED SIDEWAYS. 0 O '..;�:. o FIRST PLY 2X8 TO _ Q SAFE LOAD TABLE NOTES MASONRY WALL W/ Ozo h Z DOOR OPENING SIMPSON HUS26 HANGER Zv MIN. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED = J Z @ EA. END. W/ (6) 3/16" Dix F� °) O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH 1S LESS THAN 6-1/2". SAFE LOADS FOR ALL f— J O 1-3/4" TAPCONS INTO O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Uj MASONRY & (4) 1 Od X 1 2. 0 = NOT RATED. Z 1/2" NAILS INTO HEADER. O O 0 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 2ND PLY TO 1ST PLY W/ W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = 10d STAGGERED @ 6" O.,C. O 8'-411 6'-4" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 4�D�OLINTEL W/ TRANSOM DETAIL 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SCALE: 3/4°= V -a 17. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OFco SUPPORT REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ° GRADE 40 GRADE 60 ° BEND 0 LENGTH AP BEND 0 LENGTH LAP SPLICE "All 1 "c" "D" "All "B" "C„ "Dlf #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 FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE z W JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ."� :W 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U UNFILLED R =RECESSED :0a k • • C Z W 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •q *•• ��� Q p 8'-4" 415/ 235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY •'*••••• �e m U_ 8F16-1B/1T O p F �lcrui���O A�D�0TYPICAL MASONRY CONSTRUCTION 0 8F8-1B/1T �� QUANTITY OF #5 REBAR AT TOP Q scALE:3/a-o° 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION U w ra° � O 8RF14-0B/1T d !, M V, 8F16-0B/1T 1-1/2" CLEAR O C.? o H-' C) , 8F20-1B/1T _j 0L''. z x . Z=rGROUT EBAR AT TOP MIN. (1) REQ'D ¢ :: 0 08F20-0B/1T cli Q U.ca 8RF22-1B/1T z w °�° F E to z EBAR AT BOTTOM OF LINTEL _ C> U 81724-16/1T _ ITY U ♦y' * BOTTOM REINFORCING PROVIDED LLC" S8RF22-OB/1T O EE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL IN LINTEL (VARIES) :.;..,•.•;� .. • ' ; ' .:...: M8F24-OB/IT8" NOMINAL WIDTH Z ., . ,.,,-. .:•... :,.•• ,.,-. '..::��.�.;• � �� O O Q FILLED :. �:•'::: LINTEL PER PLAN ' O <. 8F32-1B/1T 1-1/2" CLEAR TRANSOM OPENING O Ld 8RF30-0B/1T Q � ti W i "-�; n V #5 REBAR AT TOP MIN, (1) REQ'D Z 0 8F32 -OB/1 T v C� Q C.M.U. FRAME INFILL AROU �. z to WINDOW BY BUILDER `{s. ~''` SEE FOUNDATION O io 81738 -1B/1T -°�° g y PLAN FOR (I )LED CELL io O O 81712 -16/1T o Q °6 SEE WF01/SD3 FOR p z / MORE INFO \ INFO. MIN. 1 IS REQ'D a� O �, U Q ` ON EITHER SIDE U.N.O. O ffi '�'�` ° BOTTOM REINFORCING PROVIDED LL 8F40 -0B/1T z 7-5/8" ACTUAL IN LINTEL (VARIES) z ^ Ow 8F8 -0B/1T 8" NOMINAL WIDTH 0 LL J J co `� .'.!';. (2) 2X8 WOOD HEADER UNFILLED U z x TURNED SIDEWAYS. 0 O '..;�:. o FIRST PLY 2X8 TO _ Q SAFE LOAD TABLE NOTES MASONRY WALL W/ Ozo h Z DOOR OPENING SIMPSON HUS26 HANGER Zv MIN. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED = J Z @ EA. END. W/ (6) 3/16" Dix F� °) O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH 1S LESS THAN 6-1/2". SAFE LOADS FOR ALL f— J O 1-3/4" TAPCONS INTO O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Uj MASONRY & (4) 1 Od X 1 2. 0 = NOT RATED. Z 1/2" NAILS INTO HEADER. O O 0 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 2ND PLY TO 1ST PLY W/ W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = 10d STAGGERED @ 6" O.,C. O 8'-411 6'-4" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 4�D�OLINTEL W/ TRANSOM DETAIL 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SCALE: 3/4°= V -a 17. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OFco SUPPORT 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 "All "Bit "c" "D" "All "B" "C„ "Dlf #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 1 43/8 9 13/16 16 1/2 35 5 1/4 913/16 213/4 42 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER MGT. — OF POUNDS PER LINEAR FOOT. z 9. ALL SAFE LOADS IN UNITS V QZ ° ap 0 z Go T_ LU Z J O J z W LINTEL PLAN -5 Ocop W) A.0 3 N m LU 0 J :. • " "' ° Cz-7 "—wj Q O = w t~�H ° LU #3 w Q. °' ° ° e #4 = 2 12; STRUCTURAL ENG: CFG / BAD #5 ° + $ _ ° = 2 Y2 ( D ~j RAFTING - - – T #7 = 3 %z' STRUCT: TNT ' ' ' 8 e•' J QC CHECK: CC ° „B„ e' •' vi'- .JOB NO. .°•, TM -2152530 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOKr 0 SCALE: --- _ AS INDICATED - �� w DATE: 06/29/2016 D08 REBAR SPLICE DETAIL 5 SCALE: 3/4" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO -- IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER Uj TIE BEAM SPLICE TO o TIE BEAM SPLICE TO e ��' 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PAN AND BEARING PAN AND BEARING BE MIN. 25" GROUT �'� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID �'� 0) REQ'D BELOW MIN 4" MASONRY WALL ° MASONRY WALLw CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" i J �. SEE PLAN �I ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER SEE PLAN > 2 1/4" FOUNDATION PLAN CONC. SLAB PER � CONCRETE SAB PER CONCRETE SLAB PERUj �� z CONCRETE SLAB PER FOUNDATION PLAN u FOUNDATION PLAN - �" FOUNDATION PLAN Q FOUNDATION PLAN z 2x PT SILL PLATE 2x P.T. SILL PLATE ❑Ae ____ m . '_'nO a U O 00 — _ _—III I I— ❑ `° I I= I O a I_— I 1_ = l 11. I I=III III III=I w _ I— (' I W —_ (2) #5 BARS CONT. = I I = — I (2) #5 BARS CONT. ' I I I �= I - CLEAN COMPACTED 16 w `n 8 8 II II W/ 3" COVER TYP. 3� COVER CLEAN COMPACTED W/ 3 COVER TYP. 3 COVER FILL @ 95% STANDARD CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARD 1 4„ DENSITY FILL @ 95% STANDARD U COVER TYP.; AT 8rr 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O 1 -4 DENSITY DENSITY r "' DENSITY DENSITY (2) #5 BARS CONT. w/ 3' 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE p _ _._ _.... ___. _..._. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS m W BARS REQ'D &FTG TO DENSITY J BE 20" WIDE O � TYPICAL EXTERIOR FOOTING AF0 TYPICAL GARAGE CURB FOOTING AFO'�NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN F0 FOOTING AT INTERIOR BEARING L 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0° 3/4"=1'-0" U_ ``N���1tlurNr����'' Lq rO00 � OPT. MASONRY CURB ,L •`� Y o @ ELEV. 0-0 w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS:..r Q SLOPED GROUT TO IU cn .. -�a Ij J DRAIN .,�-Ab LLI p OPTIONAL CURB BY ' M SEE PAN MASONRY WALL •••,•Q 0 BUILDER MIN. 24" BEFORE °�1-47 "•�....• >- OZCONC. SLAB PER 8"x12" THICKENED ANOTHER STEP ° %q CONC. SLAB PER ' (1) #5 FROM FTG. TO T p O m U_ g CONC. SLAB PER FOUNDATION PAN SLAB w/ (1) #5 CONT. n m SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" o Ilr1r111���� #5 CONT. PER MFG SPLICE GROUT CELL -J-� 8 °- FOUNDATION PLAN w/ 3" COVER TYP. .i Q LU a REINFORCEMENT E • •d _ a ° �eSE SOLID PER PLANS 1 a p., , . .. GRADE a e a° d a °� a FOUNDATION PLAN I - 1e ° •, mom, .. ,.° w m d l' �' ;Q , .r' d, FOR QUANTITY �.. 5 U O �' �a•. v - - 2; � a .. � � w ° ��• -e' THRESHOLD PER MFG e w •: - _22' a o° a — , I II I II =� = 4 ° •" _ — Z a'�. °' .r �.., a .. �. #5 x 25" x 25" CORNER 4 °.... a d J tp a° . = I—III—III—III— I— — — ° ° o, — ° e e r _ a C} • ,wt _ d_=1 °.... BAR, ONE FOR EA. w _ _ - ° .� m ° o1 N _ _ _ _ _ _ _ '.. m ° ma .. — I �, 11=I I I=I I I=I I I=III LI — — I I- m I. — — a. ° ° . a aI HORIZONTAL CONC. SLAB PER U ' I = :...I a r- O C o I — II _ _ pp d —I —I 4, m.. ' 1 m� REBAR, TYP. U.N.O. _I —I L , _ — - U co , ° '. .. ° -- = 8 4 = I � I l i III --I � I -I •_,•_ I � � d , . � � ... ° a — � — — — - e' FOUNDATION PLAN IDI — ❑ p ° I — I = -Ill I—I I I—I—I a W _ _ _�_ I ° ° ° �d� _ _— —_- Z Z ,III —III—III w = _°..''.. �. d �,° =I I .��. �_� a _ WO e a O_ e . q . ' a _ ,_ ._ _. .......# I III I I II I I III-- ° d m .. (2) #5 BARS CONT �,� T.. . a . w hI =� (�— _ (2) #5 CONT. w/ 3 m d • .. a �+ , . SLOPE W/ 3" COVER TYP.; 1@ 1'_4°, (2) #5 CONT: w/ 3'� (I -- I = 16" MIN. = I COVER TYP. 2 -STORY CONDITION F_ {D 1 -4 (2) #5 BARS CONT. c� COVER TYP. I —I I �— — — — PER MFG a (3) #5 BARS w/ 20" CLEAN COMPACTED U " C+ W/ 3" COVER TYP. III III III I (2) #5 BENT BARS w/ SLOPE EXT. SURFACE WIDE FOOTING _ i U CLEAN COMPACTED MIN. 25" LAP SPLICE OR GRADE 1/4 PER + FOOT AWAY FROM ° w � •'� 0 FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD p D 0 WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY U)D SHALL BE 1'-4" WIDE w/(3) #5 BARS ELASTOMERIC JOINT Z FILLER O FOOTING @ SHOWER AT MASONRY A—FO'*kTHICKENED EDGE AFO�TYPICAL STEP FOOTING DETAIL AF10 TYPICAL CORNER BAR DETAIL (TOP VIEW) AF1)),EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" aLd W FILLED CELL PER PLAN WOOD POST PER PLAN < C2 ® FOR SIZE AND BASE (/) Orr CONNECTION cn C) - - - - - -❑ W TOP COURSE TO BEQ Q 06 � GARAGE I CHAIR BLOCKS. O Z 0 -----� ENTIRE BASE TO BE - FILLED SOLID Z J TOP VIEW CORNER SEE ELEVATION ° O � CMU BASE w/ (1) #5 p oQ CONC. SLAB PER GARAGE WALL FOUNDATION PLAN uJ VERTICAL @ EACH 0 BEYOND CORNER. SEE FLR., PLAN FOR BASE SIZE m .e :1.4 ° ~ W ~ .,m — — DRIVEWAY BY SEE FOUNDATION FOR � a .° Im a Orr BUILDER- CONCRETE > W PAD SIZE a ° ° W U t2L i OR PAVERS .d w w Q W O CONC. SLAB OR m O IW W ,; .' . A aea PAVERS PER PLAN e 4 ❑ LL CLEAN COMPACTEDA. I= (I FILL @ 95% STANDARD a8• W4F . .a Q DENSITY — W 8" x 8" THICKENED _I = 41, L�°�•�. .� g" 3" COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED 4... ° .d' • ° = O FILL @ 95% STANDARD i 1= — — — -I 0 - DENSITY — — — — — — fiF�lTHICKENED EDGE @ GARAGE DOOR 1=1 FOOT-ING @ ENTRY MASONRY COLUMN NOT USED z 3/4"=1'-0" 3/4"=1'-0" Q Z. O 0 00 tl J 1.— 00 TOP (2) #5 x 4'-0" Z CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION w Z J 0 0oC_j ° a a s ° ❑ � Q W ° : Q Q 8" CMU- TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE � = � —. a � _ _ - 4 FINISH PER ELEV. CENTERED AT PIPE CONC. SLAB PER I— ° O FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I = I I=III � � FINISH FLOOR ELEV. _ ° FINISH FLOOR —I I— a °a �_� I 0 0 J Z _—III - PENETRATING - — _ ❑ F_ J W � PIPE PENETRATING PIPE - I = I II I—III— I _I- PE — w U >„ Q 0 .*':GRADE ° . ' = SEE FDN.z LU I I_ Q 0 _ - - ... , • ° .. d a PLAN FOR I- I- F- �.. LOOP TIE (TYP.) = I __ 44 ° 4 �° SIZE & REINF. - — — o fY — Z ;,%.rte �. I -I DDD . .. = I =_ PIPE PERPENDICULAR TO FND — — — M Md _ _ _ _—` I = =— TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I -I I I= -=I I (-_ - FOOTING PER PLAN _ e' - — — — — PVC OR SCH40 SLEEVE DIAMETER TO BE 2 - z I I — — I—I= II I PENETRATION PIPE U DRAFTING A� ENG CFG /BAD _ III—III—) I I- I I— D I 1=1 _— I I' PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN THAN THE FILL @ 95% STANDARD —I (-1 I= SEE FDN PLAN I --I I I ( a q a c .._;---------- STRUCT.__. ..._TNT --- PENETRATING PIPE (SIDE VIEW) DENSITY _II IT FOR SIZE I ° .� .r. ...dr° d E3Uilq� J QC CHECK: cc PVC SLEEVE —I I _ & REINF. I= — _ _ Q -- -- - - - - C>> (FRONT VIEW) Y I I = _� I_ z JOB No TM - 2152530 G� W SCALE: AS INDICATED PIPE VERTICAL THRU FDN=IIEll � ° a = ' =1 4 —_ I a,, rT F� w DATE: 06/29/2016 �--� _I —EEI II1-111-111-1 1— x ,TION PENETRATIONS — _NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND SD1 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. VARIES > .'' ; W a °W- a- > L e . •I SE a. . d°4a am a mm °: ;:I QI a ,I--qI , •'d , a4 , .II ;I .I .I,=- Z ,am _ a e W d GRADE ° dI. I� ° GRADE O� .4 4' ° _45 a, a a e °a 4 ° — I= I=aI I—I•- I• I II� q' I.I.eI • •d I III-1 III - O N O _ d- __ 0l = ° °. °a coq IIId--I.°I' II' I �°, I, I•_— I I 1- da 4a' I— O U M g4 — — I I I—I ' ____ m . '_'nO a U O 00 — _ _—III I I— ❑ `° I I= I O a I_— I 1_ = l 11. I I=III III III=I w _ I— (' I W —_ (2) #5 BARS CONT. = I I = — I (2) #5 BARS CONT. ' I I I �= I - CLEAN COMPACTED 16 w `n 8 8 II II W/ 3" COVER TYP. 3� COVER CLEAN COMPACTED W/ 3 COVER TYP. 3 COVER FILL @ 95% STANDARD CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARD 1 4„ DENSITY FILL @ 95% STANDARD U COVER TYP.; AT 8rr 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O 1 -4 DENSITY DENSITY r "' DENSITY DENSITY (2) #5 BARS CONT. w/ 3' 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE p _ _._ _.... ___. _..._. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS m W BARS REQ'D &FTG TO DENSITY J BE 20" WIDE O � TYPICAL EXTERIOR FOOTING AF0 TYPICAL GARAGE CURB FOOTING AFO'�NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN F0 FOOTING AT INTERIOR BEARING L 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0° 3/4"=1'-0" U_ ``N���1tlurNr����'' Lq rO00 � OPT. MASONRY CURB ,L •`� Y o @ ELEV. 0-0 w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS:..r Q SLOPED GROUT TO IU cn .. -�a Ij J DRAIN .,�-Ab LLI p OPTIONAL CURB BY ' M SEE PAN MASONRY WALL •••,•Q 0 BUILDER MIN. 24" BEFORE °�1-47 "•�....• >- OZCONC. SLAB PER 8"x12" THICKENED ANOTHER STEP ° %q CONC. SLAB PER ' (1) #5 FROM FTG. TO T p O m U_ g CONC. SLAB PER FOUNDATION PAN SLAB w/ (1) #5 CONT. n m SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" o Ilr1r111���� #5 CONT. PER MFG SPLICE GROUT CELL -J-� 8 °- FOUNDATION PLAN w/ 3" COVER TYP. .i Q LU a REINFORCEMENT E • •d _ a ° �eSE SOLID PER PLANS 1 a p., , . .. GRADE a e a° d a °� a FOUNDATION PLAN I - 1e ° •, mom, .. ,.° w m d l' �' ;Q , .r' d, FOR QUANTITY �.. 5 U O �' �a•. v - - 2; � a .. � � w ° ��• -e' THRESHOLD PER MFG e w •: - _22' a o° a — , I II I II =� = 4 ° •" _ — Z a'�. °' .r �.., a .. �. #5 x 25" x 25" CORNER 4 °.... a d J tp a° . = I—III—III—III— I— — — ° ° o, — ° e e r _ a C} • ,wt _ d_=1 °.... BAR, ONE FOR EA. w _ _ - ° .� m ° o1 N _ _ _ _ _ _ _ '.. m ° ma .. — I �, 11=I I I=I I I=I I I=III LI — — I I- m I. — — a. ° ° . a aI HORIZONTAL CONC. SLAB PER U ' I = :...I a r- O C o I — II _ _ pp d —I —I 4, m.. ' 1 m� REBAR, TYP. U.N.O. _I —I L , _ — - U co , ° '. .. ° -- = 8 4 = I � I l i III --I � I -I •_,•_ I � � d , . � � ... ° a — � — — — - e' FOUNDATION PLAN IDI — ❑ p ° I — I = -Ill I—I I I—I—I a W _ _ _�_ I ° ° ° �d� _ _— —_- Z Z ,III —III—III w = _°..''.. �. d �,° =I I .��. �_� a _ WO e a O_ e . q . ' a _ ,_ ._ _. .......# I III I I II I I III-- ° d m .. (2) #5 BARS CONT �,� T.. . a . w hI =� (�— _ (2) #5 CONT. w/ 3 m d • .. a �+ , . SLOPE W/ 3" COVER TYP.; 1@ 1'_4°, (2) #5 CONT: w/ 3'� (I -- I = 16" MIN. = I COVER TYP. 2 -STORY CONDITION F_ {D 1 -4 (2) #5 BARS CONT. c� COVER TYP. I —I I �— — — — PER MFG a (3) #5 BARS w/ 20" CLEAN COMPACTED U " C+ W/ 3" COVER TYP. III III III I (2) #5 BENT BARS w/ SLOPE EXT. SURFACE WIDE FOOTING _ i U CLEAN COMPACTED MIN. 25" LAP SPLICE OR GRADE 1/4 PER + FOOT AWAY FROM ° w � •'� 0 FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD p D 0 WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY U)D SHALL BE 1'-4" WIDE w/(3) #5 BARS ELASTOMERIC JOINT Z FILLER O FOOTING @ SHOWER AT MASONRY A—FO'*kTHICKENED EDGE AFO�TYPICAL STEP FOOTING DETAIL AF10 TYPICAL CORNER BAR DETAIL (TOP VIEW) AF1)),EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" aLd W FILLED CELL PER PLAN WOOD POST PER PLAN < C2 ® FOR SIZE AND BASE (/) Orr CONNECTION cn C) - - - - - -❑ W TOP COURSE TO BEQ Q 06 � GARAGE I CHAIR BLOCKS. O Z 0 -----� ENTIRE BASE TO BE - FILLED SOLID Z J TOP VIEW CORNER SEE ELEVATION ° O � CMU BASE w/ (1) #5 p oQ CONC. SLAB PER GARAGE WALL FOUNDATION PLAN uJ VERTICAL @ EACH 0 BEYOND CORNER. SEE FLR., PLAN FOR BASE SIZE m .e :1.4 ° ~ W ~ .,m — — DRIVEWAY BY SEE FOUNDATION FOR � a .° Im a Orr BUILDER- CONCRETE > W PAD SIZE a ° ° W U t2L i OR PAVERS .d w w Q W O CONC. SLAB OR m O IW W ,; .' . A aea PAVERS PER PLAN e 4 ❑ LL CLEAN COMPACTEDA. I= (I FILL @ 95% STANDARD a8• W4F . .a Q DENSITY — W 8" x 8" THICKENED _I = 41, L�°�•�. .� g" 3" COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED 4... ° .d' • ° = O FILL @ 95% STANDARD i 1= — — — -I 0 - DENSITY — — — — — — fiF�lTHICKENED EDGE @ GARAGE DOOR 1=1 FOOT-ING @ ENTRY MASONRY COLUMN NOT USED z 3/4"=1'-0" 3/4"=1'-0" Q Z. O 0 00 tl J 1.— 00 TOP (2) #5 x 4'-0" Z CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION w Z J 0 0oC_j ° a a s ° ❑ � Q W ° : Q Q 8" CMU- TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE � = � —. a � _ _ - 4 FINISH PER ELEV. CENTERED AT PIPE CONC. SLAB PER I— ° O FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I = I I=III � � FINISH FLOOR ELEV. _ ° FINISH FLOOR —I I— a °a �_� I 0 0 J Z _—III - PENETRATING - — _ ❑ F_ J W � PIPE PENETRATING PIPE - I = I II I—III— I _I- PE — w U >„ Q 0 .*':GRADE ° . ' = SEE FDN.z LU I I_ Q 0 _ - - ... , • ° .. d a PLAN FOR I- I- F- �.. LOOP TIE (TYP.) = I __ 44 ° 4 �° SIZE & REINF. - — — o fY — Z ;,%.rte �. I -I DDD . .. = I =_ PIPE PERPENDICULAR TO FND — — — M Md _ _ _ _—` I = =— TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I -I I I= -=I I (-_ - FOOTING PER PLAN _ e' - — — — — PVC OR SCH40 SLEEVE DIAMETER TO BE 2 - z I I — — I—I= II I PENETRATION PIPE U DRAFTING A� ENG CFG /BAD _ III—III—) I I- I I— D I 1=1 _— I I' PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN THAN THE FILL @ 95% STANDARD —I (-1 I= SEE FDN PLAN I --I I I ( a q a c .._;---------- STRUCT.__. ..._TNT --- PENETRATING PIPE (SIDE VIEW) DENSITY _II IT FOR SIZE I ° .� .r. ...dr° d E3Uilq� J QC CHECK: cc PVC SLEEVE —I I _ & REINF. I= — _ _ Q -- -- - - - - C>> (FRONT VIEW) Y I I = _� I_ z JOB No TM - 2152530 G� W SCALE: AS INDICATED PIPE VERTICAL THRU FDN=IIEll � ° a = ' =1 4 —_ I a,, rT F� w DATE: 06/29/2016 �--� _I —EEI II1-111-111-1 1— x ,TION PENETRATIONS — _NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND SD1 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. u PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c (1) #5 VERTICAL IN f GROUT FILLED CELL (IF REQ'D PER PLAN) f NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL 6 2x BUCK PER MD04 THIS SHEET fiFO) _ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. OI HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1: CONT. ,11kF'1_,KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" OF OPENING m 2x6x12 PF T.T. CENTER SEE PLAN FOR WALL a a NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING AROUND CURVE. MIN. W 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN ARCH PER ELEV 2x8 W/ (2) 16d TOE 0 NAILS EA. END a�, 4 ° 2x SPF CONT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN BLOCKING ATTACH TO 4 CENTERED 7/16" OSB W/ (2) 8d ol NAILS 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 7/16" OSB EA. SIDE, W/ HEADER (SEE PLAN) 6d NAILS @ 16" O.C. TO 0 SIDE & TOP NAILER O.C. @ EACH SUCCESSIVE BUCK 2x BUCK PER MD04 THIS SHEET fiFO) _ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. OI HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1: CONT. ,11kF'1_,KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" OF OPENING m 2x6x12 PF T.T. CENTER SEE PLAN FOR WALL a a 7/16" O.S.B. EA. SIDE (2) 2x #2 SYP SEE PLAN BUCK FRAMING INFO W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W 2x BLK'G. TO O.S.B. W/ FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' 3/8" DIA. ANCHOR ARCH PER ELEV It 0 (2) - 8d EACH END a�, 4 ° I. - STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z 4 CENTERED END VIEW w/ CMU O i 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x �-- HEADER (SEE PLAN) BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" 0 O.C. @ EACH SUCCESSIVE BUCK THREADED ROD PER W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME � , (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS o Z '- 0 TBD BY BUILDER (FASTENING) ARE MET O PLAN / BEARING WALL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U I f�a° O SHOWNFOR CLARITY SPECS z SCHEDULE. ONLY OF WALL TO Z � 2x4 #2 SYP CROSS m W c 2 ' REQUIRED WHEN JAILS WALL TO BOTTOM OF ~ L4(3) BUILDER FRAME WALL TO BOTTOM OF Q INDICATED ON U_ w r♦�♦ Z ^° v w ' GARAGE WALL SCHEDULE. MIN 6" U I— /16 OSB EACH SIDE, BEAM. ATTACHED PER INFO RADIUS AS REQ'D � BEAM. ATTACHED PER BEYOND FROM END OF WALL / SEE ELEVATION Z ATTACHED PER NAILING SCHEDULE w F- W MASONRY WALL. '. W N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE — SEE ARCH PLANS FOR O = NAILING SCHEDULE 2x6 P.T. BUCK EACH COMPANY U OVERHANG INFO , SIDE OF OPENING BLOCKING PER BRG .: Z ° r OTHERWISE SP2 CLIPSMASONRY WALL SCHEDULE BLOCKING W/ SIMPSON RE. ELEV. .L� ° FOR O.H. O (5) 3/8" DIA. J -BOLT W/ END TYP. SINGLE TIE -BEAM f W/ (1) #5 CONT. - 5-1/2" EMBED. AT EA. GROUT SOLID O p DOOR BRACKET, EA. BASE PLATE _ SIDE OF DOOR. CONNECTION PER BRG r a PROVIDE 1-1/2" x 3/16" WALL SCHEDULE a > THICK WASHER W/ EA. o ANCHOR. (1st BOLT TO L BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) PT BASE PLATE GARAGE BUCK DETAIL fi—DiBEARING/ SHEARWALL CONNECTION TO CMU 1/2"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL 3/4"=1'-0" SEE TYPICAL HEADER =RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE DITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS -ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2" EMBED. FOR SOLID BLK. MAX. 6 FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE MIN. 2x4 SPF #2 KNEE ---- i MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ PRE -CAST LINTEL PER W PLAN I " (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 12" O.C. 1 " 2x8 3/16" x 3" 1 12" O.C. 2 W 7/16" O.S.B. EA. SIDE (2) 2x #2 SYP SEE PLAN 16" O.C. W/ TO MASONRY NOTES: W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W 2x BLK'G. TO O.S.B. W/ FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' z ARCH PER ELEV It 0 (2) - 8d EACH END T I. - STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z 1 END VIEW w/ CMU O i 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x �-- HEADER (SEE PLAN) BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" 0 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 F01 DORMER FRAMING DETAIL 3/4"=1'-0" SEE TYPICAL HEADER =RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE DITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS -ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2" EMBED. FOR SOLID BLK. MAX. 6 FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE MIN. 2x4 SPF #2 KNEE ---- i MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ PRE -CAST LINTEL PER W PLAN I " (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 12" O.C. 1 " 2x8 3/16" x 3" 1 12" O.C. 2 I - 1111111/40)W � M 00 - SHEATHING PER PLAN •• — STRUCTURAL %� c-1 W - TYP. TRUSS TO FRAME SHEATHING q ` 4% o ; aq V Z CONNECTION PER Ell., l; �: "! r Q 0 .TYP. TRUSS TO FRAME w �,, ac Q STD. CONNECTOR CONNECTION PER : _ 0 -� zw 0� NOTES STD. CONNECTOR �"*,` `� W 0 - FRAME OUT TO BLOCK NOTES d ,••� •� Z EDGE AS REQ'D FRAME OUT TO BLOCK v� * p ©� >- 0 EDGE ����//I111111�+"�♦ m W O 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN`�� - (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY FOR BEAM SIZE O.C. & 6 FROM EACH END IF OPENING PROVIDED W PER PLAN)1C� co CL MIN. 2x4 SPF #2 KNEE O27` o >_x4 SPF CONT. W FASTEN PT 2x NAILER (2) 2x #2 SYP SEE PLAN 16" O.C. W/ TO MASONRY NOTES: W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK It 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N I. - STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z 13 - THIS CASE. O i 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x F- U BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" 0 O.C. @ EACH SUCCESSIVE BUCK w W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME � 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS o Z '- 0 TBD BY BUILDER (FASTENING) ARE MET O SIDES FROM TOP OF 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U I ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O SHOWNFOR CLARITY SPECS z OF WALL TO Z � 2x4 #2 SYP CROSS m W c 2 ' BRACING (AT 45°) W/ JAILS WALL TO BOTTOM OF ~ L4(3) BUILDER FRAME WALL TO BOTTOM OF Q 1/2"=1'-0" U_ w r♦�♦ Z BOTTOM OF WALL. v I - 1111111/40)W � M 00 - SHEATHING PER PLAN •• — STRUCTURAL %� c-1 W - TYP. TRUSS TO FRAME SHEATHING q ` 4% o ; aq V Z CONNECTION PER Ell., l; �: "! r Q 0 .TYP. TRUSS TO FRAME w �,, ac Q STD. CONNECTOR CONNECTION PER : _ 0 -� zw 0� NOTES STD. CONNECTOR �"*,` `� W 0 - FRAME OUT TO BLOCK NOTES d ,••� •� Z EDGE AS REQ'D FRAME OUT TO BLOCK v� * p ©� >- 0 EDGE ����//I111111�+"�♦ m W O 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN`�� - (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY FOR BEAM SIZE O.C. & 6 FROM EACH END IF OPENING PROVIDED W PER PLAN)1C� co CL MIN. 2x4 SPF #2 KNEE O27` o >_x4 SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ � Uj 2x PT BOTTOM ROOF SHEATHING WALL w/ STUDS@ 16 U M ATTACH PER NAILING U r SCHEDULE 3LOCKING ATTACH TO STRUCTURAL SHEATHING ON BOTH W FOR BEAM SIZE STRUCTURAL SHEATHING BOTH 06 PLATE ¢W O.C. Ni STRUCTURAL SHEATHING FROM 0 Z Q U Q Z o Z '- 0 '/16" OSB W/ (2) 8d SIDES FROM TOP OF TRUSS WEBS NOT Z I ON SIDES FROM TOP OFTOP SHOWNFOR CLARITY PRECAST LINTEL OR OF WALL TO Z � 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX O �" c 2 ' BRACING (AT 45°) W/ JAILS WALL TO BOTTOM OF ~ L4(3) BUILDER FRAME WALL TO BOTTOM OF Q KNOCK OUT COURSE = W Z Z BOTTOM OF WALL. � w ' CONDENSATE U I— /16 OSB EACH SIDE, BEAM. ATTACHED PER INFO RADIUS AS REQ'D � BEAM. ATTACHED PER SUPPLIER SEE ELEVATION Z ATTACHED PER NAILING SCHEDULE w F- W CONNECTION TO BE '. W N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE — SEE ARCH PLANS FOR O = NAILING SCHEDULE COMPANY U OVERHANG INFO , .: Z 70 SIDE & TOP NAILER OTHERWISE SP2 CLIPSMASONRY BLOCKING W/ SIMPSON RE. ELEV. WALL OTHERWISE SP2 CLIPS FOR O.H. O END TYP. SINGLE TIE -BEAM !x BUCKS, AT TOP AND SP1 CLIPS 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 CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. TRUSS PER PLAN STANDARD TRUSS — BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES BUILDER FRAME AT TOP AND SP1 CLIPS U yy RADIUS AS REQ'D AT BASE ARE REQ'D WO 0 O® KNEEWALL AT UPSET BEAM 3/4"=1'-0" 12 SEE [_7 PLAN I-- -----� A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" �I----- ___— BLOCKING UNDER A/C SUPPORTS I Z O 4 W 0 fi-F-6kKNEEWALL OVER MASONRY WALL o' 3/4"=V-0" 3/4"=1'-0" O Z A 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. X Q 0 000 11 O CHIMNEY CAP SPECS W/ 2 MIN. ¢ WINDOW PER > z 0 LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN 'Z ~ g i' F TOP OF CHIMNEY MIN. O ROOF SHEATHING FOR STRAP & FRAME W Z J O 2'-0" ABOVE A POINT = (� J C CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING W Q LU NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR Q � � � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL X W) 1 OTO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TONAILING SCHED. TYP. @ ALL WINDOWS H O 00 Q BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE 2 BELOW AND CONNECT w/ HTS20 @ 32" O.C.` !V 2x4 FRAMED CRICKET M • m E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24" ..d EXT FINISH PER PLAN O W/ GALVANIZED � F- Q J Z O O.C. MAX. w/ (4) 10d0 f- W FLASHING J NAILS TO BOTTOM + + w U >. Q O F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) 10d NAILS + Z W Q O FRAMING DETAIL K TO TOP CHORD; NOTE w IF WALL HEIGHT IS H MAIN FLOOR O BETWEEN 4FT & 8FT (4) 16d COMMONS ELEV 0'-0" Ii 0 DOUBLE TOP PLATE B + NAILED @ EACH END O USE 2x6 SYP #2 STUDS ++ CONC. SLAB - VERT REINF. BEYOND W SEE FOUNDATION SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` / C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO —I = =1 - 0 STRUCTURAL ENG: CFG /BAD O RAFTER + + 16d COMMONS ENDDRAFTING: l NAILED TO VERTICAL —! „ 2x4 BLOCKING W/ (2) + , -STR T: TNT COMMON TRUSS PER PLAN OR CONV. FRAMING w/ 16d COMMONS END 2x4's MASONRY W F- OSTRUCTURAL SHEATHING PER PLAN AND ROOF E NAILED TO VERTICAL PLAN �Nc, _j i CHECK: CC SEE FOUNDATION b JOB No TM - 2152530 FINISH PER ARCHSFIN I �,.\ �; 2x4s + + .�/F/�,.Tir, CURVED ROOF TRUSSES PER PLAN OR CURVED G + + TRUSS PER PLAN DETAILS FOR FTG INFO �E 0 SCALE: AS INDICATED K RAFTERS w/ (2) LAYERS 3/4 CDX SHEATHING NAILED @ 6" O.C. STAGGERED DATE: 06/29/2016 9 82 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION .NOTE: ROOF SHEATHING MUST. BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=V-011 S D 2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1-011 � Uj ROOF SHEATHING v, J ATTACH PER NAILING U SCHEDULE _ F- W 06 STANDARD TRUSS TOP CHORD VARIES ¢W CD Q Z O TRUSS WEBS NOT Z J F_ SHOWNFOR CLARITY PRE-ENG.TRUSS PERU Z 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX O d OU BRACING (AT 45°) W/ ROOFING MATERIAL w ~ L4(3) 12d NAILS TO RAT PER ARCHS _ Q RUNS. TYP EACH SIDE = W Z Z SEE FRAMING PLAN _I CONDENSATE FOR CONNECTION w I— DISPOSAL BY A/C INFO � r n SUPPLIER SEE ELEVATION Z - TOP OF MASONRY Q W CONNECTION TO BE '. W SUPPLIED BY A/C — SEE ARCH PLANS FOR O = COMPANY U OVERHANG INFO .: Z (2) 2x4 #2 SYP p BLOCKING W/ SIMPSON RE. ELEV. A34 OR LUS24-2 EACH FOR O.H. O END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. - GROUT SOLID O p 3/4"=V-0" 3/4"=1'-0" O Z A 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. X Q 0 000 11 O CHIMNEY CAP SPECS W/ 2 MIN. ¢ WINDOW PER > z 0 LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN 'Z ~ g i' F TOP OF CHIMNEY MIN. O ROOF SHEATHING FOR STRAP & FRAME W Z J O 2'-0" ABOVE A POINT = (� J C CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING W Q LU NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR Q � � � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL X W) 1 OTO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TONAILING SCHED. TYP. @ ALL WINDOWS H O 00 Q BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE 2 BELOW AND CONNECT w/ HTS20 @ 32" O.C.` !V 2x4 FRAMED CRICKET M • m E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24" ..d EXT FINISH PER PLAN O W/ GALVANIZED � F- Q J Z O O.C. MAX. w/ (4) 10d0 f- W FLASHING J NAILS TO BOTTOM + + w U >. Q O F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) 10d NAILS + Z W Q O FRAMING DETAIL K TO TOP CHORD; NOTE w IF WALL HEIGHT IS H MAIN FLOOR O BETWEEN 4FT & 8FT (4) 16d COMMONS ELEV 0'-0" Ii 0 DOUBLE TOP PLATE B + NAILED @ EACH END O USE 2x6 SYP #2 STUDS ++ CONC. SLAB - VERT REINF. BEYOND W SEE FOUNDATION SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` / C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO —I = =1 - 0 STRUCTURAL ENG: CFG /BAD O RAFTER + + 16d COMMONS ENDDRAFTING: l NAILED TO VERTICAL —! „ 2x4 BLOCKING W/ (2) + , -STR T: TNT COMMON TRUSS PER PLAN OR CONV. FRAMING w/ 16d COMMONS END 2x4's MASONRY W F- OSTRUCTURAL SHEATHING PER PLAN AND ROOF E NAILED TO VERTICAL PLAN �Nc, _j i CHECK: CC SEE FOUNDATION b JOB No TM - 2152530 FINISH PER ARCHSFIN I �,.\ �; 2x4s + + .�/F/�,.Tir, CURVED ROOF TRUSSES PER PLAN OR CURVED G + + TRUSS PER PLAN DETAILS FOR FTG INFO �E 0 SCALE: AS INDICATED K RAFTERS w/ (2) LAYERS 3/4 CDX SHEATHING NAILED @ 6" O.C. STAGGERED DATE: 06/29/2016 9 82 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION .NOTE: ROOF SHEATHING MUST. BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=V-011 S D 2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON FI DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE I U II I . 1 _'! I SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM - WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE — TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES WHERE O.H. IS > V-0", DROP GABLE BRACING + UP TO 4'-8" WHERE O.H. IS > 1'-0", W W (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W \ GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d DROP END GABLE w/ PROVIDE 16d NAILS _ -� GABLE END TRUSS TO Q c 2x TOP PLATE TO PLT.@12" O.C. MAX.4 ¢ GABLE END W/ 16d �I c ❑ m NAILS @ 6 O.C. i - O 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. OUTLOOKERS @ 24" Q QC CHECK: CC BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ O.C. TO RUN BACK TO Q SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ONNECT TO DROP GABLE WITH GEO GABLE END @ VAULTED CEILING EA.DIAG. AS SHOWN. SHEATHING PER PLAN I I (GE�OGABLE END AT VALLEY FRAMING z (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) \H2.5CLIP. MAX 2'-0" O.H. FASTEN ROOF WITH (3) 12d TOENAILS. c 3/4"=1'-0" I \ \ 3/4"=1'-0" Q SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. Q � - - SEE CHART GABLE WITH H2.5 CLIP. I_ V I 0 00 BLOCKS w/8d NAILS SEE ELEV. FOR Z 11 2x8 RIDGE BOARD SIMPSON DTC 2 8d � MAX 2'-0" O.H. W I i HEADER STUDS PER � HEADER SCHEDULE Z @ 6" O.C. O.H. SIZE LU � Go r W \ NAILS INTO BLOCKING, CONT 2x4 ❑ U.N.O. ON PLANS H Q PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES SHEATHING FASTEN FASTEN TO DIAG.w/(2)m W 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D Q CONTRACTOR TO FIELD VERIFY WHICH SIMPSON H10A DIAG. CONDITION IS REQUIRED. CONTACT EOR TO BLOCKING 0)`` FOR ADDITIONAL INFO AS REQ'D LL `%%1111111///lIG W � SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" WHERE O.H. IS > 1'-0", W 4'-8" < H 6 T-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W \ = (� 2x4 DIAGONAL BRACE DROP END GABLE w/ PROVIDE 16d NAILS _ -� GABLE END TRUSS TO Q c 2x TOP PLATE TO PLT.@12" O.C. MAX.4 ¢ GABLE END W/ 16d �I c ❑ m NAILS @ 6 O.C. i - O MASONRY FRAMING FOR FALSE IL I @ 48" O.C. TO 3RD OUTLOOKERS @ 24" Z QC CHECK: CC \ \ BAY REQ'D w/ O.C. TO RUN BACK TO \ GEO GABLE END @ VAULTED CEILING STRONGBACK, SEE 1ST COMMON TRUSS o N I I (GE�OGABLE END AT VALLEY FRAMING z \ CHART WITH (3) 12d TOENAILS. c 3/4"=1'-0" I \ \ 3/4"=1'-0" Q GABLE BRACING (+) CONNECT TO DROP 0 � SEE CHART GABLE WITH H2.5 CLIP. I_ V I 0 00 11 2x8 RIDGE BOARD SIMPSON DTC 2 8d � MAX 2'-0" O.H. W I i HEADER STUDS PER � HEADER SCHEDULE Z � Go r W 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, U.N.O. ON PLANS H Q WAY UP HEIGHT OF STRONGBACK IF REQ'D — CONT. 2x4 LO � w Z Z O PER CHART w VALLEY. FASTEN w/ (5) PLATE =- I J 10d COMMON NAILS @ (5) 16d NAILS BRACE 2x4'S @ 24" O.C. p U) N TO BLOCKING C� Z EACH END (TYP.) O Op ATTACH JAMB STUDS ¢ LL♦ A A GABLE END 2x6 RAFTER TO 2x8Uj --- TRUSS PER PLAN 'IFN C PER WF08/SD4 _ O PROVIDE 2x4 BRACE SHEATHING FASTEN RIDGE BOAR W/ A35 TRUSS PER PLAN GABLE END TO EA. ADJ. DIAG. PER PLAN l 00 O ❑ SHEATHING FASTEN FASTEN TO DIAG.w/(2)m W 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D Q CONTRACTOR TO FIELD VERIFY WHICH SIMPSON H10A DIAG. CONDITION IS REQUIRED. CONTACT EOR TO BLOCKING 0)`` FOR ADDITIONAL INFO AS REQ'D LL `%%1111111///lIG W � SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ 4'-8" < H 6 T-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W MAX. ATTACHMENT w/ (3) 10d = (� z TOENAILS EA. END ' PROVIDE 16d NAILS _ -� GABLE END TRUSS TO Q c 2x TOP PLATE TO PLT.@12" O.C. MAX.4 ¢ GABLE END W/ 16d �I c ❑ m NAILS @ 6 O.C. i - O MASONRY FRAMING FOR FALSE IL I QC CHECK: CC GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 T-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" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE O V♦ D- V_ e OD GABLE BRACING @ 48" PROVIDE 2x BLOCKING g� �by1L1 SEE GABLE O.C. MAX. 45° FROM FOR NAILING CONNECTION DETAIL HORIZONTAL (+/- 10°)gtJ ., * ;, = uj Qp 10 FOR REQ'D BRACE NOT REQUIRED S�� "• Z CONNECTIONS 6' FROM EAVES. TRUSS PER PLAN d' •r'•••r••' JO r t9 , � SEE PLAN FOR p♦I� * PDQ ;, m 2x4 ATTACHED TO EA. SUPPORT AND TIE J ��//1/111111111��� GABLE 2x4 BRACE WITH DOWN OF JACK (2) 10d NAILS TRUSSES _ PROVIDE BLOCKING I— BETWEEN TRUSS BAYS CMU WALL OR LINTEL BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 LU BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS J • 4O"r SEE GABLE WALL PER PLAN SEE CHART. (FRAME WALL SHOWN; D- ] d BRACE CONNECTION DETAIL ' �r� m TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ FOR REQ'D MAY ALSO BE p 7`�5 0 #5 CONT. SINGLE BASE &TOP FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM CONNECTIONS MASONRY) Q ci PLATE w/ PLYWOOD \ SHEATHING COVERING IF REQ'D @ 6" O.C. STRONGBACK TO *,k* Z ' ," DIAGONAL NOTE: GABLES SPANNING LESS THAN 8' DO INOT REQUIRE BRACING' Q c..� � O CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL 2ND 2x4 BRACE IF H C? t> REQ'D, SEE CHART >4 Q`'� U 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A -A GABLE VERTICAL BRACING 2x6` O ° 10d COMMON NAILS @ 8" O.C. Z O GEO GABLE END @ FLAT CEILING CONNECTIONS (GEO GABLE END BRACING GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1 '-0.. d ui 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING (2) 2x TOP PLATE ♦♦^^ OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d U VJ Z ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. p J PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STUD TOP &BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (n OUTLOOKER OR CONY. FRAME OR j Q W END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER p 0 TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN Q 06 2x FASCIA w (2) 16d SCHEDULE & NOTES � END NAILS @ EA. 2x4 #2 SYP P.T. INTO BLOCKING, (4) 8d W (�' 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOENAILS NAILS INTO TOP PLATE FOR ADDT'L INFO; O 0 0 Z SIMPSON LSTA12 OR 11 Z (= O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER i SP4 CONNECTORS @ O _j END NAILS TO TRUSS HOLD WALL 3-1/2 @ EACH END 24"o.c. IF HEADER WITH GABLE TRUSS H DOWN FOR DOUBLE TOP PLATE UPLIFT SPAN 4'-6" OR U Q Z 1'-9" MAX. 2x4 LEDGER W/ (2) 10d O OUTLOOKER TRUSS PER PLAN I MORE. EXT. SHEATHING; // 0 TRUSS PER PLAN HEADER PER PLAN IF NAILS @ EACH WEB I ATTACH PER NAILING J LL U vi REQ'D. MIN (1) JACK & Z EXTERIOR SHEATHING. SCHED. _ Q ~ (1) KING STUD w/ SIMPS. TRUSS PER PLAN g I 2x DOWNFRAME TO 2 1 ~ ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL I DOOR AS REQ'D O 6d NAILS TO EA. = J` Z z VARIES STUDS TYP. BASE w TO BOTTOM COMMON TRUSS I- (� RAKED DOUBLE TOP CONNECTION w W PLATE 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. I SIMPSON META16 @ Z ~ v CEILING NAILER AS Q W 1/2 x 8 J -BOLT @ 32 DTC CLIP, (2) 8d NAILS I 32" O.C. GABLE TRUSS p W REQ'D O.C. AND 6" FROM EA. • d INTO BLOCKING, (2) MASONRY WALL OR — 2x8#2 SYP PT. BASE 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF W _ MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2" x 8" I TRUSS O 2x8 #2 SPF STUDS @ END w/ NUT & WASHER 3/16" x 2 3/4" TAPCONS I EA. SIDE OF HEADER WOOD WALL U U) LINTEL SEE PLAN o" ANCHOR BOLT OR 16" O.C. TYP. .:. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON � � : (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR U SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & ( PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) Q 2x8 #2 SYP PT BASE �- 6" FROM EACH END STUDS w/MIN 7" Z 4 . CENTERED BETWEEN I ) 32 O.C. MASONRY WALL PLATE FRAME AND CMU SEE EMBED. INTO SLAB SHOWN, SEE PLAN w STD CONDITION @ CMU VAULTED CONDITION @ CMU ONLY REQ'D @BRG � CMU WALL PER PLAN WALL SPLICE DETAIL I WALL W/UPLIFT FOR WOOD OR O (� DRAFTING: ' FOR REQ'D FLASHING c -STRUCT TNT MASONRY QC CHECK: CC GEO GABLE END @ VAULTED CEILING I I (GE�OGABLE END AT VALLEY FRAMING z c 3/4"=1'-0" I I 3/4"=1'-0" Q Z I 0 00 11 2x8 RIDGE BOARD SIMPSON DTC 2 8d � I i HEADER STUDS PER � HEADER SCHEDULE Z � Go r 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, U.N.O. ON PLANS WAY UP HEIGHT OF (4) 8d NAILS TO TOP � w Z Z O VALLEY. FASTEN w/ (5) PLATE =- I J 10d COMMON NAILS @ p U) EACH END (TYP.) O Op ATTACH JAMB STUDS ¢ LL♦ 2x6 RAFTER TO 2x8Uj --- TRUSS PER PLAN 'IFN C PER WF08/SD4 _ O RIDGE BOAR W/ A35 TRUSS PER PLAN l 00 O ❑ ON (1) SIDE OF 1- 2LO RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 CO RAFTER TO OPP SIDE VH INTO BLOCKING, (2)I O Z (AS SHOWN) 3/16" x 2 3/4" TAPCONS ❑ J W IY � M 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON Z W i- O 0 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. P.T BASE PLATE (DQ = FASTEN SYP OR SPF � O 2x6 (MIN.) (MIN.) PLATE THRU ENNAILSOO.C. @ EACHd A ❑ SHEATHING PER PLAN U) W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOP LAY 2x4 BLOCKING WALL SHEATHING PER - — — — — — — — — — — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. " •A FASTEN CONY. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d Ly -� VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG AT 24 O.C. VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALL �f `'\'� Z JOB No TM - 2152530 2x PLATE WITH ���"` W SCALE: AS INDICATED SIMPSON MTS12 OR p __ LSTA12 & (5) 8d NAILS DATE: 06/29/2016 @ EA. RAFTER TO PLT. # 1 6 .. 1982 u' rCF01 FIELD FRAMED VALLEY DETAILFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=1'41 3/4"=1'-0" 1/2"=1'-0" SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU D STRUCTURAL ENG: CFG / BAD (� DRAFTING: ' c -STRUCT TNT QC CHECK: CC VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALL �f `'\'� Z JOB No TM - 2152530 2x PLATE WITH ���"` W SCALE: AS INDICATED SIMPSON MTS12 OR p __ LSTA12 & (5) 8d NAILS DATE: 06/29/2016 @ EA. RAFTER TO PLT. # 1 6 .. 1982 u' rCF01 FIELD FRAMED VALLEY DETAILFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=1'41 3/4"=1'-0" 1/2"=1'-0" SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I it I : I ._ 1 ; I ii I i 1 __ _ _. -- - - I_._ OF DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BEAT PENETRATION O NOTE: PIPE OR DUCT 2 ROWS 1 Od @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN F_ LEAST 8'-0" LONG. TYP. MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q TOP PLATE WIDTH 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER IL INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE w PSPN516Z W/ (12) 16d .FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48 MIN & • NAILS TYP. TOP & BOT. ATTACH PER NAILING F + • (2) 10d NAILS O.C. PATTERN ON THIS + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON z 10d x 3" Q W TOP SPLICE p = fA _"i 17771 p 2 1/2"Z LIJ W C7 � z o w 2 1/4" c� - Z 2„ W 1 1/2" Z - z U d• Z W N 4 2x4 BEYOND AGAINST A8°M/ N N N d N o ca C'4 O 8" 2x8 STUDS �! ` M/N N 10d x 3" COMMON W oo Z O EE ATTACH 2x STUDS TO 10d x 3" COMMON OPP. `) ~ U .TOP PLATE W/ (4) 16d OVERLAP AT CORNER P PLATE SIDE z z w C7 W � NAILS ((2) ON EA. SIDE) U U p Z „ F- W TYP. AT ALL EXTERIOR O Q Q 1 Od x 3 OPP. SIDE H LID ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U I I I I (L I I z a LU TO CORNER STUD ¢ - - p0 TOP PLATE W/ (4) 16d �� � � co � NAILS ((2) ON EA. SIDE) • • 2x8 STUDS PER PACK w/ (4) 10d NAILS to U TYP. AT ALL EXTERIOR FRAMING PLAN --"`J 10d x 3" COMMON CONDITIONS -'' DISTANCE PER Z TOP SPLICE OPP. SIDE DETAIL D BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's Uy > DOUBLE 2x8 TOP TOP PLATE -rRANSITIUN INSIDE PLY NAILS NAILED AT 8" O/C m W PLATE (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/c. OUTSIDE 2x's o W R AF�0TYPICAL TOP PLATE SPLICE @BRG. WALL fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=1'-0„ ``�* 6 ���' ul UL ``�t1t11111//���/ ��`` rn O w° 'E .•• "rY moi,, to o- r 2x DBL TOP PLATE MIN. 15/32 EXP 1 SHEATHING SHEATHING PER PLAN ` ��•�' CS � - BEYOND 72 INSTALLED VERTICALLY. NAIL SHEATHING AT FRAME WALL BOTTOM PLATE Y o 3/$ 0- p�"Go -i Z U_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING ROOF SHEATHING, W •Z D Q U W O z (1) ROW OF 8d COMMON NAILS @ 3" O.C. — — — - - FF - 1 - — �- - I I— U W= NAIL SPACING FASTEN PER PLAN (y Z., 6 a = 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON °I 20VF `SC,ge OV SC, ROOF SHEATHING, , .�, Uj Q II I I II II 11 w Q v=i NAILS @ 3" O.C. A x<F C�q'oTTO AOOF SHEATHING,STEN PER PLAN 2k�FN�9AeT0 FASTEN PER PLAN I �' •'.��.-.f "` Q a z O 1— Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 1/2 Th, R(�S cTti T'�'Ci w i� O� Www 0 -11— - — — -- — -- IU_ Z COMMON NAILS @ 3" O.C. "V--. — ° O�Oy OPOy O ''`` m III III II II I WALL SHEATHING O z ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III II II I EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. Q DETAIL. MAX 1/8 2x4 #2 SYP CONT. w/ (2) _ III OPENING III I I I I I I SPACE BETWEEN w W 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 1 Od x 3" O DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS 16d COMMON NAILS III III 4 I I PANELS = U COMMON NAILS @ 3 O.C. NAILS AT JOINT III I I I I I I I U U � 6 PLYWOOD SPLICES HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3" EA. STUD OR TRUSS � CJ @ NAILS AT JOINT MEMBER, TYP. (MAX. 3 O PER -ENG TRUSSES III TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ IOd NAILS 24" O.C.). IF MASONRY, AROUND 2x STUDS BEYOND, U- O TOP &BOTTOM STUD PER PLAN �. _ a III III I I I I I I i- SHEATHING SPLICE, @ 4 O.C. USE (2) 1/4 TAPCONS""�yy OPENING SEE PLAN FOR MORE "- 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ p III III I I I I I I O¢ W O PER -ENG TRUSSES INFO 1- Z O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN2x FASCIA 2 FASCIA PER PLAN 24" O.C. U � r- IIIT -T1--71— III II II I w= CD III I I I II I II I II II IIQ 0 III I I I II I II I II II II o= JU o 0 _ �����L_ OO Um --- --— — ---- — � � — — — FLOOR SYSTEM `� U_ CUT TO FIT 1 2x BOTTOM PLATE OPENING SIZE BEYOND SEE PLAN W SHEATHING DIAGRAM fiF�lEXTERIOR SHEATHING SCHEDULE PLAN NAIL PER PLAN 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD x CMU WALL PER PLAN (2) $d TOE NAILS TO Q y O JOINT, MAX. 1/8 GAP LEDGER TRUSS CONNECTION (2) 8d TOENAILS 1■+�i PER PLAN TO LEDGER TRUSS PER PLAN C6 Q zmmi 2x4 PT LEDGER W/ NAILING PER 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d w 4. _ 2x FRAME WALL PER NAILS @ 16" O.C. O SCHEDULE O.C. PLAN n- °' SEE ELEV. FOR E ELEV. F U qz 2x4 BLOCKING PLACED O.H. SIZE SE O.H.IZE R WOOD/MASONRY C) » FLATWISE (2) 16d WALL OR TRUSS, SEE w NAILS EACH END SHEATHING SPLICE DETAIL CONDITION n CMU WALL CONDITION FRAME WALL PLAN (TRUSS sHowN) O ° V Z 0 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF V)NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG DO2 I --EDGER @LOW ROOF p REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING Is„_ , „ W T T F R EW F EXTERIOR STUDS 3/4"=1 -0 1-1/2"=1 -0 d OVERDRIVEN, CON AC EOR O REVI O u.i SEE ROOF SHEATHING, 2x4 #2 SPF ry M) W z PLAN NAIL PER PLAN 2 2x BUILT-UP COL. O SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24” O.C. .,.� CD _ DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTIONSZ W Q SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION EACH END + x x C) @ EACH STUD 12d NAILS @ EACH END + % X g 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL U) 1 1 W 0 PRE-ENGINEERED SIMPSON LSTA30 WV/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF Ow 0 Z — ROOF TRUSS - SEE (22) 1 O NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. Z J FRAMING PLAN FOR CORNER CONDITIONS i WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS .. SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + ++ + + ..' (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF U Q Z QQ SEE PLAN FOR NAIL PER PLAN TALLER STUD) w U) 1/4" x 4" TAPCONS @ „ O.C. MAX. 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + , + + ROOF SHEATHING O �/ Q 0 CONNECTION 16 TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ CONNECTION + w L.J.. (A 2x BRIG WALL SEE I I STAGGERED I INTO TRUSS & (3) 12d EACH VERTICAL a x' I- ui ' PLAN FOR STUD SIZE & I I TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN TRUSS SEE WALL CLIP DETAIL FOR MORE INFO = W Z Z SPACING. MIN 2 2x O SEE FLOOR PLAN FOR i LINTELS LINTELS ,', 2x8 #2 SPF VERTICAL -� I-.- UNDER GIRDER TRUSS MORE BRIG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICALui LINTEL PER PLAN @ 24" O.C. w/ EXT, wU.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •Q @ 24" O.C. w/ EXT. SHEATHING PER SHEATHING PER NAILING SCHEDULE & U z 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" :. NAILING SCHEDULE & (4) 12d NAILS EACH < W W W (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r. (4) 12d NAILS EACH TRUSS MEMBER (TOP W _ �... SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLYTRUSS MEMBER AND BOTTOM CHORDS STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) Q 2x BRIG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 Z PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ _ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL Ww UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER 0 AF1'�SECTION @DOUBLE BEARING fiF1 STEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO HEADER @ POCKET SLIDER Z U 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0„ 1/2"=1'-0" Q Z Q O 00 11 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO 000 BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" Z 0 %_ SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ 3: W Z F" STRAP IS NOT REQUIRED. 16" O.C. MAX.; O J 0 TO GABLE END STUDS w EXTERIOR WALL/TIRUSS (2) 1/4" X 3'/" SIMPS. SDS C0 Q W EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. O MAX.; 1 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT d 000 0 NAIL AS SHOWN (5) 1 Od SYP #2 LEDGER w/ (2) '��` Lo NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. J Z SEE PLAN p V J W 11.16SIMPSON HTS20 CLIP FROM H3 CLIP }• 0 Q POST TO BEAM SHEATHING PER PLAN Z � W 0 PLAN VIEW @TOP OF POST 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR w p la— 2 H PT POST PER PLAN, TO STUDS OR BEAM w/ CONV. FRAMED ABU POST BASE PER (2) 1/4 X 4/z SIMPS. „7 SDS SCREWS @ 116" MEMBERS ONLY - PLAN O.C. MAX.; w .o. 5/8" THREADED ROD w/ TO GABLE END STUDS I— STRUCTURAL ------- ENG. CFG / BAD - ..... _. -- • O' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SUMPS. 4'-0" MAX, DRAFTING: SDS SCREWS 116 @ FASCIA PER � TNT II O.C. MAX.; COMMUNITY SPECS -------- SEE FOUNDATION TO MASONRY w/ 2;x4 PT 2x4 SYP #2 OR gU I L.0 _, Q HECK:-STR CHECK: CHB CC PLAN FOR ADDITIONAL SYP #2 LEDGER W/ 1/4" PRE-ENGINEERED F- ---- O No. JO - - --- TM 2152530 -- -- INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. "�a"` " a ha w SCALE: AS INDICATED SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR �� U) w DATE: _ 06/29/2016 SHINGLE ONLY .� Tl�t�.�a. rCD70 CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL #16-1982 3/4"=1'-0" 1 /2"=1'-0" SD4 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. 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 4 LINTEL AS PER PLAN WD. HD. HT. ' SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS —HAT EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER 00r GRADEPLAN VIf 01-011 �® NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS DBL. TOP PLATE SEE ARCHITECTURAL �. LUS46 TO LEDGER PLAN FOR OVERHANG SEE WS11/SD5 FOR HDR. PER PLAN INFO WATERPROOFING. NO 2x STUDS, SEE '�. CONCRTE SLAB LINTEL PER PLAN FRAMING PLAN FOR WINDOW AS SPACING AND GRADE SCHEDULED AND SEE ARCH PLAN DOUBLE 2x TOP PLATE TO VERIFY SIZE EXTERIOR FINISH PER 11L. ji PLAN SOLID SHEATHING @ INT. FINISH PER PLAN MID -SPAN BLOCKING STRAP W/ (10) 10d TO 2x BOTTOM PLATE w/ U.N.O. 2x BOTTOM PLATE (2) 12d AT 12" O.C. D 3/4" FLOOR SHEATHING INSULATION PER PLAN I HEADER ATTACHED PER SEE DETAILS WS10, STUDS & (8) 1/4" X NAILING SCHEDULE WS11 OR WS13 FOR 3/4" FLOOR SHEATHING FLOOR TRUSSES SEE ADDITIONAL PLAN FOR DEPTH AND INFORMATION THIS SIMPSON SP4 w/ (6) 10d DIRECTION SHEET 2-1/4" TITEN SCREWS SP6 @ 2x6 STUDS & NOTE: ALL FLOOR ,0 TRUSSES TO BE P.T. IF NO MOISTURE ATTACHED PER SyFFr BARRIER (FELT PAPER CONNECTOR NOTES OR SIM) IS PROVIDED 'MAX 10° 1=- BEARING N NAILING SCHEDULE SEE PLAN LINTEL AS PER PLAN SIMPSON LSTA30 SP6 @ 2x6 STUDS & 4 LINTEL AS PER PLAN WD. HD. HT. ' SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS —HAT EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER 00r GRADEPLAN VIf 01-011 �® NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS FLOOR SYSTEM DRAFTPAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ DN E U114 F-1 W SIDE OF ALL. IF WF02/ STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fifiA SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. _ ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 11 O C TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 3/4"=1'-0" 16 . . I - BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS , SEE SCHEDULE, @ 48 O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES @ 24 O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN AGAINST TRUSS (2 BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ BEARING WALL PER VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE16d NAILS; BOTTOM WALL, STUDS @ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ RIBBON TO BE PT IF BRIGDIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE BRIG DIRECTLY ON CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU 1.1 SEE TRUSS LAYOUT ACCOMMODATE (2) ROWS 8d NAILS @ FOR HANGER PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER ° r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ (4) 16d BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT, IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fis"ITWO STORY PARALLEL FLOOR CONNECTIONfi7S1 TWO STORY PERP. FLOOR CONNECTION fiS1 CANTILEVERED FLOOR TRUSS CONNECTIONfiS1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. 7 111 END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" 3/4"=1'-0° 3/4"=1'-0" 3/4"=1'-0" TRUSSES TO BE P.T. IF V NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED 13- w a n - w SLOPE HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO -- 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" .{ CONNECTIONS Z p LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO '�. CONCRTE SLAB LINTEL PER PLAN . PERMITTED HEADER SIMPSON MSTAM36 DOUBLE 2x TOP PLATE Q DOUBLE 2x TOP PLATE SOLID SHEATHING @ SIMPSON SP4 w/ (6) 10d TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE D 2x BOTTOM PLATE HEADER N LSTA30 tiFFr FRAME CONNECTION. STUDS & (8) 1/4" X z 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS SP6 @ 2x6 STUDS & r ,0 ATTACHED PER ATTACHED PER SyFFr x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. 'MAX 10° 1=- SP8 @ 2x8 STUDS) N NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIP USE SIMPSON W/ (22) 10d STRAP (MAX 10° SP8 @ 2x8 STUDS) ST MSTCM60 STRAP W/ 3END STRAP(2) 2x SPF TOP PLATE O ANGLE) W/ (22) 10d AN REFER TO PLAN FOR (20) 16d SINKERS & (14 OP PLATE MIN. NAILS. BEND STRAP (2) 2x SPF TOP PLATE NA BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. 4 RUN DOWN F AMB STUDS/ ON PLAN 0\� INFO.U.N.O. FOR TRUSSES 20" TO W 3", THEN RUN DOWN � 311, 26" DEEP w FACE OF JAMB STUDS/ I HEADER - SEE 2ND FA PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HE SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR Q EXTERIOR SHEATHING :)R SHEATHING HEADER SIZE & REQ'D KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL OP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) O STRAP W/ (11) 10d TO. FLOOR TRUSS SEE TO BOT. RIBBON, NAIL RIBBON, NAIL EX UNDER COLUMN . . U.N.O. " " \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FR ABOVE kN PLAN U.N.O. CONNECTION INFO.. p -- -- IF HEADER IS UPSET TO PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PE BAND JOIST & BLKG BLOCKING BELOW j > SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO AND WINDOW IS m W PLATE w/ 2 10d ( ) NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION ASATYPICAL GIRDER COL. @ HIGH BEAM @ 16" O.C. ATTACH SILL w/ (2) 10d PLATE w/ (2) 10d LESS THAN 4FT:(1) 2x SILL PLATE w/ 10d (2) BARRIER (FELT PAPERTOE TOENAILS. EXT. NAILS AT EA. END TOENAILS. OPENING OR SIM IS PROVIDED OF SILL (MAX OPEN'G 0 llll,ll, LARGER THAN 4FT: (2) LESS THAN 4FT:(l) 2x SILL PLATE 10d ♦ ♦ WIDTH 4'-0"). USE A35 ♦ ICO A•• ��r rn w 2x SILL PLATE w/ A35 (2) w/ (2) REFER TO PLAN FOR 2x 2ND FLOOR STUDSCLIP 6Z LL AT WINDOW AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ BUILT-UP COLUMN SEE PLAN FOR MORE '"�,, eea 00 o w o CII (2) SIMPSON LSTA18 =_ NDN STUDS .ND NAILED TO OPENINGS GREATER CRIPPLES @ 16" O.C. Al INFO. +- as = `= Z -r ACK w/ 10d STRAPS CENTERED @ THAN 4' BUT LESS CLIPS EACH SIDE w/ 2x w/ (2) 10d TOENAILS ST BEARING WALL PER CU A A FLOOR W/ (14) 10d THAN 6' CRIPPLES @ 16" O.C. ;. . .'� •y. T&B (PLYWOOD NA PLAN BEYOND SEE FLOOR FRAMING @ 16" O.C. NAILS SIMPS. MSTAM36 w/ w/ (2) 10d TOENAILS T&B (PLYWOOD S►- .. •••.. . `� ` SHEATHING REQ'D ST COLUMNS PLAN FOR FLOOR SHEATHING REQ'D w (7) 10d NAILS & (4) 1/4" �♦ * pA0 ��♦�� ` R O T&B) Al MID -HEIGHT BLOCKING SYSTEM INFO. T&B) 11111111�� mLL x 2 1/4" TITENS; IF V-0"). USE A35 "� SEPARATE SHEATHING TC PER BEARING WALL EA. END FOR FLOOR TRUSSES ARE " Q UNDER WINDOW OF SCHEDULE IGS GREATER ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE BUT LESS WI 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. � SIMPS. MSTCM60 ' 0 N LSTA30 w/ �.. CL ROD WITHIN 6" FROM STRAPS CENTERED @ J 4'p m TOSTUDS STRAP w/(20) 16d ' OF COL; SEE BRIG WALL/ FLOOR w/ (14) 10d PLU.N.. CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 ' TF 2 -STORY WALL NAILS SEE FRAMING PLAN Q (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. Z 0 M TF SECTION FOR MORE STRAPS CENTERED @ CONNECTION (IF TITENS ARE NOT IN / INFO. (2) SIMPSON META16 CL FLOOR W/ (14) 10d LINTEL COURSE OR N U 2x TOP &BOT. SIS FLOOR TRUSS TO RE ,9' NAILS FLOOR GRIDER OR$V INTO FILLED CELL USE J (11 REFER TO MASONRY WALL BEAMp � 1/4 X 1 3/4 TITENS) U RIBBONS, CONT. AB FOUNDATION PLAN 1■�i O (3) 2x STUD PACK Q m NOTE: ALL FLOOR ' FTG. EXT. SHEATHING 2nd FLOOR HIGH BM ATTACH PER NAILING TRUSSES TO BE P.T. IF ' NOR ION FLUSH W/ FACE OF SCHEDULENO u -i MOISTURE MASONRY ATTACHED J ATTACH 2x STUDS W/ BARRIER (FELT PAPER <t... z PER NAILING SCHEDULE; PROVIDE U I— (2) 16d NAILS @ 6" O.C. ow (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN W 1/8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND p FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION z�w MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ 36 ( ) 16d SINKERS. IF FLOOR O Q ON FLOOR FRAMING. INDICATED BASE STRAP I BELOW JAMBS FLOOR SYSTEM DRAFTPAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ DN E U114 F-1 W SIDE OF ALL. IF WF02/ STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fifiA SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. _ ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 11 O C TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 3/4"=1'-0" 16 . . I - BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS , SEE SCHEDULE, @ 48 O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES @ 24 O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN AGAINST TRUSS (2 BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ BEARING WALL PER VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE16d NAILS; BOTTOM WALL, STUDS @ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ RIBBON TO BE PT IF BRIGDIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE BRIG DIRECTLY ON CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU 1.1 SEE TRUSS LAYOUT ACCOMMODATE (2) ROWS 8d NAILS @ FOR HANGER PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER ° r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ (4) 16d BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT, IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fis"ITWO STORY PARALLEL FLOOR CONNECTIONfi7S1 TWO STORY PERP. FLOOR CONNECTION fiS1 CANTILEVERED FLOOR TRUSS CONNECTIONfiS1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. 7 111 END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" 3/4"=1'-0° 3/4"=1'-0" 3/4"=1'-0" TRUSSES TO BE P.T. IF V NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED 13- w a n - w SLOPE HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO -- 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" .{ TALL) (60/15/5 MIN. Z p LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO '�. CONCRTE SLAB LINTEL PER PLAN . PERMITTED HEADER 3/4"=1'-0" FO1IIITYPICAL BALCONY FRAMING NOT USED # 1 6 _ 1 9 8 2 3/4"=1'-0" SD5 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. 11 111 61 I g III I1 III I _ I I I I i SOLID SHEATHING @ Z p HEADER W Q F�<<S SIMPSON SP4 w/ (6) 10d X D N LSTA30 tiFFr x1-1/2" @ 24" O.C. (USE z SP6 @ 2x6 STUDS & r ,0 'MAX 10° 1=- SP8 @ 2x8 STUDS) N ~ FO1IIITYPICAL BALCONY FRAMING NOT USED # 1 6 _ 1 9 8 2 3/4"=1'-0" SD5 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. 11 111 61 I g III I1 III I _ I I I I i SOLID SHEATHING @ Z p HEADER W F�<<S SIMPSON SP4 w/ (6) 10d X N LSTA30 tiFFr x1-1/2" @ 24" O.C. (USE z SP6 @ 2x6 STUDS & r ,0 'MAX 10° SP8 @ 2x8 STUDS) N ~ W/ (22) 10d 3END STRAP(2) 2x SPF TOP PLATE O OP PLATE MIN. U.N.O. ON PLAN (c) 4 RUN DOWN F AMB STUDS/ HEADER- SEE 2ND w W Z FLOOR PLAN FOR MIN. w HEADER SIZE & REQ'D to JAMB STUDS LU :)R SHEATHING O OP OF WALL O RIBBON, NAIL Z kN p -- -- IF HEADER IS UPSET j > AND WINDOW IS m W LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS 0 llll,ll, LESS THAN 4FT:(l) 2x SILL PLATE 10d ♦ ♦ ,`011% ��''..•' ♦ ICO A•• ��r rn w w/ (2) 6Z LL AT WINDOW TOENAILS. OPENING LARGER THAN 4FT: (2) �• •y,' '"�,, eea 00 o w o CII =_ NDN STUDS .ND NAILED TO 2x SILL PLATE w/ A35 +- as = `= Z -r ACK w/ 10d CLIPS EACH SIDE w/ 2x U �t CU D, 8" O.C. THEM CRIPPLES @ 16" O.C. ;. . .'� •y. ra �=' '" 0 J @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD S►- .. •••.. . `� ` '-' w 0 z i SILL w/ (2) 10d ILS AT EA. END SHEATHING REQ'D w ��, �♦ * pA0 ��♦�� ` R O (MAX OPEN'G T&B) 11111111�� mLL V-0"). USE A35 EA. END FOR Q IGS GREATER BUT LESS � � 0 N LSTA30 w/ �.. J 4'p m TOSTUDS \ p PLU.N.. o SEE FRAMING PLAN Q Z 0 0 FOR FLOOR _ cY) CONNECTION w CL U _ RE ,9' FLOOR GRIDER OR$V J BEAMp � U 1■�i O Q m HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0"d u -i J <t... z U I— ow W 06 C1 LL p z�w O Q —j w o O zo a _ W Q��' � = w 1— O F-� 0 U Z 5 A w W 2 U Q Z w d Z (� Q Z p J 000 11 O 00 Z 0 w Z J O J w Z H _ 0000 1 3: N m o F-0WLL. moo _ ZU -1 Q0 —= � O w STRUCTURAL ENG: CFG / BAD 0 DRAFTING: -STRUCT: TNT QC CHECK: CC S's 'I 1-. Z JOB No. TM - 2152530 p UJ D SCALE AS INDICATED w W DATE. 06/29/2016 FO1IIITYPICAL BALCONY FRAMING NOT USED # 1 6 _ 1 9 8 2 3/4"=1'-0" SD5 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. 11 111 61 I g III I1 III I _ I I I I i _ � ,_ II ___ 1 1, I _ _... _ 2x BRG WALL W/ 2x BRG WALL W/ 2x8 #2 SYP P.T. SI' SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE J -BOLT W/ MIN. 7" USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FRAME WALL FLOOR TRUSS PER ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SI' NAILING SCHEDULE BLOCKING w/ SIMPSON PLATE w/ 1/2" EPC (2) 2x4 #2 SYP HUC24-2 EACH END, ANCHOR BOLT OI BLOCKING w/ SIMPSON USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" HUC24-2 EACH END, NAILS. UNDER EMBED. @ 32" O.0 USE (4) 10d & (2) 10d SEE PLAN SEE PLAN WINDOW JAMBS ON''LY -� FROM EA.END NAILS. UNDER END • WINDOW JAMBS USE A,! ° (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIORFINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF a • CONNECTIONS TRUSS IS CONT. BRG ° MASONRY(SHOWN) ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR MASONRY WALL F OR WOOD WALL PER OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi SECTION @ COMBO TRUSSF0 WALL SPLICE DETAILS 1/2"=V-0" 1/2"=V-0" (2) 2x SYP #2 COLUR ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS OTHERS EXTERIOR SHWA 1 r-1 FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN - NAILING SCHEDULE ROOF SHEATHING EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW TO BOTTOM PLATE PLATE W/ 1/2" EPDXY PER PLAN W/ (1) ROW 8d NAILS ANCHOR BOLT OR EXTERIOR SHEATHING @ 3" O.C. J -BOLT W/ MIN. 7" SCHEDULE 2x4 CONT. W/ (2) 12d EMBEDMENT @ 32" WATERPROOFING AND SHEATHING TO O.C. & 3" FROM EACH TRUSS OVERLAP BOTTOM END • PLATE 1 1/4" (MIN.) FINISH ° 1x PT NAILER AS REQ'D ATTACHED PER CONT. #5 IN TIE BEAM NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE SEE FLOOR PLAN a • EXT. FINISH PER PLYWOOD FLOORING ° ARCHS TRUSS ANCHOR (SEE ' 1712� SECTION @ OPEN TO ABOVE 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d LUI ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @EACH END. SCHEDULE BOTTOM PLATE BLOCK ADJACENT 2x4 STUDS @ 16 O.C. ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN 1/2" GYP. BOARD TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW FASTEN ROOF, PLATES U.N.O. PER PLAN SEE ARCHS FOR ROOF EXTERIOR SHEATHING IATTACH SIMPSON H2.5 EA. I SCHEDULE 2x4 CONT. W/ (2) 12d FROM TOP OF WALL WATERPROOFING AND PARALLEL TO WALL TRUSS XF- SHEATHING TO NAILS TO EACH STUD (2) 2x HEADER FINISH PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER PRE-ENGINEERED NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE SEE FLOOR PLAN ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING W/ 8d NAILS @ Q TRUSS ANCHOR (SEE ' SEE FLOOR FRAMING PLAN FOR MORE INFO \� I 2x6 #2 SYP CONT. I SCHEDULE Wil 1/2" EPDXY ANCHOR PLAN) TRUSS SIMPSON H10A @ LEDGER W/ 2 %4"x3-1/2" 6L0 CKS OR J -BOLT @ 32" O.C. 1 \ S SDS WOOD SCREWS @ W/ MIN. 7" EMBEDMENT ROOF SHEATHING TRUSS PER PLAN SEE LD02/SD4 FOR EACH DIAGONAL & 6" FROM EACH END CD ATTACHED PER 1 FROM EA. END - USE & MORE INFO NAILING SCHEDULE MORE INFO. BRACE SIMPSON LUS26. USE w LEDGER INTO O.C. LUS26-2 FOR 2PLY 2x STUDS SEE PLAN ; ITRUSS. VERIFY W/( TRUSS (5) 16d NAILS BRACE ' Z TRUSS SHOP STUDS ABOVE ARE PER LEDGER PER PLAN DINGS RAW 2x8 SYP #2 LEDGER W/ TO BLOCKING IT 0 MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING ALL THREAD ROD EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO OPT. TRUSS RECESS LEDGER T. USE (4) IDE OFBOTTOM s6d 1 1 OF TUS FOR 1 @ 48" O.C.; SEEPROVIDE 7LS NAILS) 2x4 BRACE Z GIRDER SEE PLAN 1 1 1 WINDOW ATTACHMENT B FOUNDATION DETA TO EACH ADJACENT O � 1 1 WINDOW SEE PLAN SHEATHING ISN'T CONT I 1 FOR CONNECTION @ 1 DIAGONAL, FASTEN V I 1 1 BASE TO DIAGONAL W/ (2) W (n 2x SPF BASE 16d NAILS 0 2x4 BOTTOM PLATE, PRE-ENGINEERED E D I I FLOOR SYSTEM IF SHEATHING IS NOT CONNECT TO DOUBLE TOP TRUSSES PER PLAN 0 CONTINUOUS TO BASE PLATE W/ 16d (2) 2x SPF TOP PLATES U.N.O. PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP OU I I (2) 2x HEADER SEE FLOOR PLAN BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" Z I 2x STUDS SEE PLAN STUDS ABOVE ARE TO B (MIN.) O.C. MAX. 45° FROM z --- -- - _ . _..-.- _ . _. .._. C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) J ' 2x P.T. BASE PLATE SEE BEARING SCHED. ALL BRACE NOT REQUIRED m W FOR A.B. INFO A 2x BEARING WALL 1/4"X0 3-11/2" S MPSON 6' FROM EAVES. W WITH ROOF LOAD SDS SCREW @ 16" O.C. Q fiF1 BRACING @ 2 STORY FRAME WALL ° J _ LL 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN LEDGER AT GIRDERD03 LEDGER @ OPEN TO BELOW FOR LOCATION LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO NOT USED 1-1/2"=1'-0" 3/4"=1'-0" TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW PER NAILING PLATES U.N.O. PER PLAN SEE ARCHS FOR ROOF EXTERIOR SHEATHING IATTACH SIMPSON H2.5 EA. I SCHEDULE 2x4 CONT. W/ (2) 12d FROM TOP OF WALL WATERPROOFING AND PARALLEL TO WALL TRUSS TO BOTTOM OF SILL @ 24" O.C. TO FLOOR NAILS TO EACH STUD (2) 2x HEADER FINISH PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER PRE-ENGINEERED NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE SEE FLOOR PLAN ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING TRUSS PER PLAN 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE ' SEE FLOOR FRAMING PLAN FOR MORE INFO \� I 2x6 #2 SYP CONT. I SCHEDULE Wil 1/2" EPDXY ANCHOR PLAN) TRUSS 1 LEDGER W/ 2 %4"x3-1/2" OR J -BOLT @ 32" O.C. 1 \ S SDS WOOD SCREWS @ W/ MIN. 7" EMBEDMENT ROOF SHEATHING TRUSS PER PLAN SEE PLAN FOR 16" O.C. MAX. & 3" & 6" FROM EACH END 1 ATTACHED PER 1 FROM EA. END - USE & MORE INFO NAILING SCHEDULE LCESS(3) SCREWS FOR 24" SIMPSON LUS26. USE LEDGER INTO O.C. LUS26-2 FOR 2PLY 2x STUDS SEE PLAN ; ITRUSS. VERIFY W/( TRUSS (2) 2x TOP PLATE O.H.ELEV. TRUSS SHOP STUDS ABOVE ARE PER LEDGER PER PLAN DINGS RAW 2x8 SYP #2 LEDGER W/ I (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING BELOW EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO OPT. TRUSS RECESS LEDGER T. USE (4) IDE OFBOTTOM s6d 1 1 OF TUS FOR 1 1 NAILS) GIRDER SEE PLAN 1 1 1 WINDOW ATTACHMENT B 1 I INFO. IF WALL 1 1 WINDOW SEE PLAN SHEATHING ISN'T CONT LEDGER AT GIRDERD03 LEDGER @ OPEN TO BELOW FOR LOCATION LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO NOT USED 1-1/2"=1'-0" 3/4"=1'-0" TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF PLATES U.N.O. EXTERIOR SHEATHING ROOF LINE TRUSSES ARE FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING (2) 2x HEADER PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE SEE FLOOR PLAN ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING 1 ATTACH PER NAILING PLAN ISIMPSON H2.5 EA. I SEE FLOOR FRAMING PLAN FOR MORE INFO \� FOR MORE INFO SCHEDULE TRUSS 1 \ \ 1 1 \ PRE-ENGINEERED 1 TRUSS PER PLAN SEE PLAN FOR \ 1 1 TRUSS DIRECTION 1 & MORE INFO — — — — W `��� tr llrlll��,' Ui 00 • coo •*�► "' a 2 Z (2) 2x SPF TOP • 0 ; ..o • • C,[ r :�� W Z m w Q 2 U p , wa Q 0 0 cl .2 w" v Q u� U �y O q U) D Z O 0 a ui U) U z CD a QLL O Z !� O J Q U) v O pa J W SEE FOUND. PLAN FOR FTG. REQ. 1 I I = W VJ Z 2x6 #2 SYP CONT. J O O LEDGER W/ (2) %a'x3-1/2.. I I O U SIMPSON LUS26. USE FLOOR TRUSS; SEE FLOOR GIRDER SEE 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY FRAMING PLAN FOR 16" O.C. MAX. & 3" PLAN FOR SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER Z O l•-- '—� ITRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND(5) 10d Q W TRUSS SHOP FROM EA. END - USE (3) I CONNECTION DETAIL O 0 W (DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER W a:L_ 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL O MIN. (4) 16d NAILS TO MASONRY WALL PER & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U EA. TRUSS, 24 O.C.PLAN O KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER <L OPT. TRUSS RECESS LEDGER G�USE (4)16d NAI S) BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO Z BOTTOM OF FLOOR SYSTEM w IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY O E UNDER 2ND STORY COLUMNS, PROVIDE .SOLID BLCOKING WITHIN FLOOR SYSTEM — D04 LEDGER @ LOW ROOF AF1�\TYPICAL CONNECTION @ GIRDER OR BEAM fiF1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z U o 3/4"=1'-0" 3/4"=1'-0" 1"=1'-0" Q Z O 0 00 11 z F_ 00 W Z J 0 W .J °z Q<W M 0000 3. �2 04m o I' OWLL. W w '— O WFn O ~ ~ 0 cn 0 - W STRUCTURAL ENG: CFG / BAD U DRAFTING, H F--STRUCT: TNT J QC CHECK: CC JOB No. TM - 2152530 Z LU SCALE: AS INDICATED 1°r cn DATE: 06/29/2016 W Z #1 6 - 1 982 SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN I I 1 FOR MORE INFO 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN ; STUDS ABOVE ARE 1 I I TO ALIGN W/ STUDS BELOW 1 1 1 1 1 1 1 1 1 B 1 I 1 1 I 1 1 1 I 1 1 2x SPF BASE PLATE PRE-ENGINEERED E D I I FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. 1 I I (2) 2x HEADER SEE FLOOR PLAN 1 I L FOR MORE INFO I 2x STUDS SEE PLAN STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW 1 1 I 1 1 I 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO A 1 • • C,[ r :�� W Z m w Q 2 U p , wa Q 0 0 cl .2 w" v Q u� U �y O q U) D Z O 0 a ui U) U z CD a QLL O Z !� O J Q U) v O pa J W SEE FOUND. PLAN FOR FTG. REQ. 1 I I = W VJ Z 2x6 #2 SYP CONT. J O O LEDGER W/ (2) %a'x3-1/2.. I I O U SIMPSON LUS26. USE FLOOR TRUSS; SEE FLOOR GIRDER SEE 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY FRAMING PLAN FOR 16" O.C. MAX. & 3" PLAN FOR SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER Z O l•-- '—� ITRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND(5) 10d Q W TRUSS SHOP FROM EA. END - USE (3) I CONNECTION DETAIL O 0 W (DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER W a:L_ 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL O MIN. (4) 16d NAILS TO MASONRY WALL PER & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U EA. TRUSS, 24 O.C.PLAN O KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER <L OPT. TRUSS RECESS LEDGER G�USE (4)16d NAI S) BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO Z BOTTOM OF FLOOR SYSTEM w IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY O E UNDER 2ND STORY COLUMNS, PROVIDE .SOLID BLCOKING WITHIN FLOOR SYSTEM — D04 LEDGER @ LOW ROOF AF1�\TYPICAL CONNECTION @ GIRDER OR BEAM fiF1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z U o 3/4"=1'-0" 3/4"=1'-0" 1"=1'-0" Q Z O 0 00 11 z F_ 00 W Z J 0 W .J °z Q<W M 0000 3. �2 04m o I' OWLL. W w '— O WFn O ~ ~ 0 cn 0 - W STRUCTURAL ENG: CFG / BAD U DRAFTING, H F--STRUCT: TNT J QC CHECK: CC JOB No. TM - 2152530 Z LU SCALE: AS INDICATED 1°r cn DATE: 06/29/2016 W Z #1 6 - 1 982 SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO W OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK J H LINE UP 2xJOIST IN W LINE WITH MIDDLE p STANDARD (3) 2X12 2x12 STRINGER TO BE v) , STRINGERS W/ UTILIZED AS BLOCKING W SIMPSON A35 / A34 CLIP TO FLOOR �t Z 0 SYSTEM & LANDING o _ FRAMING 2xJOISTS @ LANDING C� @ 16"O.C. W/ SIMPSON z n z A35 OR LUS26 HANGER O z ON EACH SIDE o V �g w W 00Uj I=— Uj �r 6" MIN. ,') p O U C� z (2) 2x BEAM PER 2xJOIST (P.T. IF -� SCHEDULE REQ'D @ 01 '-0" MAX ATTACHING TO m W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT 9 Q STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d p CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. O TO BEAR DIRECTLY ON DEPTH W/ 3 10d J TOENAILS EACH END TO EACH STUD. ((2) 1/4" Z O BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR io O ,, ``� 11 Illtlteee', a I A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL)00 10" MIN. Z `�� • �•• •.,,�'�J�jy/ LU o SEE SCHEDULE FOR MAX WIDTH OF LANDINGcit :• bi _ �. � _ y z p`2% Q U . • M MIN. (3) 2x SYP #2 � tw ,, �( �� ac; '� � ,� Q STUDS REQ'D @ END .�•.. w O OF LANDING W1 MIN. (6) SU o <C�,O� .. Z - OF LANDING W1 SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB s 76 �w `' Q 16dNAILS OF LANDING SHEATHING OVER STAIR WINDER DETAIL LEDGER TO STUD H ej ♦ pp LANDING ATTACHED � e * ,�r;C1 n/ PER GENERAL FLOOR O 00 P `��� PACK Ittlt 11 l llll�� ` h CONSTRUCTION NOTES Q F MID SPAN BLOCKING v TO MATCH JOIST PLYWOOD SHEATHING U 0 DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING W STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER a �'0 rn SYP #2 STRINGERS W/ MASONRY WALL) GENECONSTRUCTION O 7 5� N AL FLOOR SIMPSON A34 / A35 c� U CLIP TO FLOOR 0 16" O.C. NOTES p c- d SYSTEM & LANDING O z MAX ZL Z O FRAMING L- S BEAM @ END OF _ LANDING PER M x SCHEDULE W w o'`G. uWi _ _ �C, U B B SEE PAN FOR U MASONRY WALL OR U- O$ , WOOD WALL (D z Q SIMPSON A35 CONNECTIONS O MASONRY WALL OR O FRAME WALL BEYOND d U (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM M TO LEDGER � STRINGERS TO @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d D CROSS G� /`1 CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 o j 0 BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q BELOW O.C. MAX. FOR �- UL NOTCHED AT LANDING O Z A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) z J SEE SCHEDULE FOR MAX WIDTH OF LANDING 3) 96d TOENAILS O W _ GZ ( U C)Z ¢ a \ ST02 NOT USED BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING RISE OF STEPS AND 2x8 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH (2) 2x12 @ 3" O.C. TOP AND 6'-0" (1) 2x12 (1) 2x8 BOTTOM CHORD 4'-0" -JOIST PER FRAMING (3) 2x12 2x8 PLAN W/ SQUASH 11'-0" (2) 2x12 BLOCK OR 6'-0" (1) 2x12 (1) 2x8 BEAM/FLOOR TRUSS 4._0.. PER PLAN (3) 2x12 2x8 V-0" 10'-0" PENDING LANDING 2x6 \ HEIGHT AND PLAN 2x6 4'4" LAYOUT. HEADER Q (3) 2x12 WITHIN SUPPORT 9'-0" (2) 2x12 WALL COULD BE 7'-0" REQUIRED. SEE PLAN 2x12 STRINGERS ONE 5'-0" FOR REQUIRED ON EACH SIDE AND (3) 2x12 HEADER AND ONE @MID -SPAN A SUPPORT A 7'-0" 8'-0" INFORMATION. A34 @ EA. STRINGER 5'-0" w TO LANDING (3) 2x12 2x12 2x ATTACHED TO (2) 2x12 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO 2x6 V-0" MASONRY WALL) CONT 6-011 (2) 2x12 LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" (1) 2x12 (1) 2x8 I I I (2) 2X BEAM PER / O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF 2x4 #2 SPF STUDS LANDING FOR X X NAILS STRINGERS TO WOOD OR MASONRY 2X$ P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN �--- HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4._0.. (3) 2x12 2x8 V-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'4" LU Q (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" w (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 V-0" ZFF 6-011 (2) 2x12 2x8 81-011 (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: EQUALLY �Y ^ w p SCALE: PLAN AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN '' --- —----- _---- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE \ DATE: 06/29/2016 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS ry STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rm)� GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER .SEE H 1 T NAILS N. SIo.c. rSTO3�HANDRAIL CONNECTION AT FLOOR TRUSSES # 1 6 - 1 9 8 2 = 3/4"=11-011 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR T© FLOOR H UNDER BEAMS LESS THAN 2x12) ST1 3/4' =1'-0" N.T.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. O J O UI T = LU Q Z 3-Yi'` 0 SEE ARCH PLAN I I 2x4 CONT. TOP PLATE w MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO ZFF STUDS W/ (2) 16d TOE < W W 2x4 #2 SPF STUDS X X NAILS O -r @ 24" O.C. 2x4 SILL PLATE W/ (2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, U W —■— 2x6 VERTICAL @ 6'-0" I 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND Q OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p w KNEEWALL FOR VERTICAL NOTCH SILL AND 0 O PLYWOOD FLOORING �- TO ALLOW VERTICAL — 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO C7 z U t7 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING CONT. Q O Z 0 00 2x4 TOP PLATE 11 (ATTACH TOP PLATE Z �-' 00 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Ya" x 3" SDS WOOD SCREWS 3 1 /2�� TOE NAILS 3:Z Z SECTION X -X N.T.S. LU J O 0 EQUALLY F- SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p - Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z ATTACH TOP PLATE TO 3j" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 0 1 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" I AT TO TRUSS _ 0 00 NAILS NAILS '�`�` I BELOW (OTHERWISE 'S to W 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d N ' ' m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @BOTTOM) O 0 0 J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X p ~ LV SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z W 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO I 16d TOE NAIL EA. O � �(O _ I ACCOMMODATE 2x I CONT. BRACE & 10d U) O h- H '2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO LU 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. __i__ FLOOR SHEATHING W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 - LU O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG /BAD TO SLIDE DOWN TO W/ (2) Ya'"x3" SDS ( - DRAFTING: --- ----_-._-_- (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY j STRAP (1 EA, SIDE OF sm SPACED & CENTERED -STRUCT: TNT .STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS .-__ QC __._..... CHECK CC TO TRUSS W/ (3) Ya" x 3L -BRACE @ 6-0" O.C. & t'l�1'c �`' _j JOB No. TM - 2152530 FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING} FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: EQUALLY �Y ^ w p SCALE: PLAN AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN '' --- —----- _---- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE \ DATE: 06/29/2016 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS ry STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rm)� GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER .SEE H 1 T NAILS N. SIo.c. rSTO3�HANDRAIL CONNECTION AT FLOOR TRUSSES # 1 6 - 1 9 8 2 = 3/4"=11-011 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR T© FLOOR H UNDER BEAMS LESS THAN 2x12) ST1 3/4' =1'-0" N.T.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.