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Home My WebLink About298 Big Spring Ter 16-1458 (new sfh) (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.N., ELECTRIC RANGE, PAINTED KNEEWALL5 AT 5TAIR5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. GENERAL CONSTRUCTION N0TE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT WAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 171 THORNBROOKE 40 S CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOAR[) APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE 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 MANCHESTER 2138 OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TN EDITION (2014) 81023.5. ELEV. A EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 81036.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II 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 GARAGE RIGHT PER F.B.C.R. - 5TH EDITION (2014) 81036.2 AND ASTM G 926. PER RE.C.R 5TH EDITION (2014) 810362.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 2b GALVANIZED SWEET 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 BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SGREED. PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 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) 81036.5 OR IN ACCORDANCE WITH ASTM C 926. TAYLOR MORRISON STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 1063-06 (1.11.4.1 THRU 1.11.4:4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS REDRAW NOTES 04-28-16 CREATED LOT SPECIFIC PLAN FOR LOT III IN THORNBROOKE 40'5, ELEVATION "A" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, BATH 3 OPTIONAL 51NK, CALIFORNIA COUNTERTOP, LANAI, TRAY AT MASTER, 9 FT. POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, 6'-8" DOOR AT MA5TER BATH, R-38 INSULATION, UNDERCABINET LIGHTING AT KITCHEN, BAR PENDANT PRE -WIRES (2), (5) CEILING FAN PRE -WIRES, (2) PHONE OUTLETS AND (4) CABLE OUTLETS. DI 0 KI R P\/TIIZT(1NC I. 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. 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 DRAWING INDEX 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 FLASWIN(x SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. COV - GENERAL NOTES, ,INDEX, SPECIFICATIONS WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AM.) FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 150 STATE STREET EAST 1 - SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. OLDRAk r ORMA 3,%77 813.`92.5 1300 7ML 2A1 - MAIN FLOOR PLAN NOTES DWELLING /GARAGE GARAGE ND:,,,�,; X) V1SBEWS M THE OPENING BETWEEN THE GARAGE ANp LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID GORE (S.C.) OR HONEYCOMB rAMPA 2A2 MAIN F L00 R PLAN DIMENSIONS GORE STEEL DOOSS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: .��G,,..... ®•�®� w 2 B 1 - UPPER FLOOR P LAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. •° v ASPHALT 5HINGLE5 (IF APPLICABLE) : 4 C\1 LU O•: o .. w d. * N �" _ .-� z 2 B 2 - UPPER FLOOR PLAN DIMENSIONS 1. WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b.1. 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 IN ' O ®o > 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ° ' �� •'� c'J 2C INTERIOR ELEVATIONS, STAIR SECTION, DETAILS ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ®••••• �S 14:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM 1226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 3A1 FRONT E L EVATI O N 8905.2.1. W 3A2 - SIDE ELEVATIONS; ROOF PLAN BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) : / THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.G.R 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 3A3 - FLASHING D E 1 AI LS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R. - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, GLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH 3A4 - FLASHING DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF P-46 118,119 OR 120. 4A MAIN FLOOR ELECTRICAL PLAN 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 4B - UPPER FLOOR ELECTRICAL PLAN 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 16-0` AWAY OR CLOSER TUB AND 5HOWER AREAS: I. GEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH0 MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. z RECORD COPY TERMITE PROTECTION: v), 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL 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 TERMITIGIDES SHALL BE 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 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, 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, t PLANS MINER 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 ((„ (C4 (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 5IDE TO SERVICE AN APPLIANCE. DATE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 T� mm) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. rylo 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO SAN FORD BUILDI G DIVISION THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A PERMIT ISGUED SHALL BE CONSTRUED TO BE A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 0 LICENSE TO PROCEED WITH THE WORK AND NOT AS OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET SECTIONS M14113. J ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT EXHAUST FANS AND DENTING: THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS W PLANS, 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, >= CONSTRUCTION OR VIOLATIONS OF THIS CODE SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY COMPACTION TEST TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE REQUIRED 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 (Ib RAD) BEND. THE Results to be Verified MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND at Slab Inspection 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 �,... FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER •-•"""""-°' IS 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 LpuVc EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 2138 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. S�Ni�•G��°: ATTENTION GENERAL CONTRACTOR / BUILDER: "- oISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO TITLE • r�Iz�c APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET' CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS WAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL REVISION LOG 16 1 4 5 8 FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE WELD RESPONSIBLE. REV. 10-14-2015 V. MAY "is e X ro w C r 0 J0 Lo 0 J cU, 2 >? A. __.___ .. . _.. __.. w ! ........ ...... ...._-_.___.......... __ _ ..... µ. ELEVATION) (-10'-411 0'-4" ELEVATION ( ) 0'-411 11-2 s u - U � v � - a� � co 30'-0" 14'-0" • x m w 11_411 13'-411 II_411 JJMh; 1 o0M SIM con N_ - T %>.JN to Lo 0 U. • cA 13'-0"x3-0" A/CI 0 0I- 8 LL - ° GL. VERIFY ACRYLIC 8 PAD (5EE MECH. I CONTRACTOR I C 0 ELEVATION ON LANAI _0 �Yrocm FOR LOG.) I (46-4" L — J 00Sron ZNG•, 2'-211 Q11 91_211 31.411 811 II II - RECE55 FOR POCKET 5LIDER 9 411 P.V.C. II I 3/4" P.V.C. CONDEN5ATION DRAIN BY PLUMBER J Q cv O N I �I M TILE 5EAT 9 ABV. — Uzi SHOWER RECESS 9 AIR HANDLER REFERENCE s* LINES FROME� LEVATION / UPPER FLOOR w 0' 0" IS y - X r II OPT, I I OPT, LWASHER J LDRYER - — - — -_ — — — C!J — Q 61_yll II 411 P:V.G. L LL;� �� T �• W/ DISP 2'-1" a 1 0 PROVIDE WATER LINE FOR ICE MAKER �D 3/4" RECE55 FOR ENTRY DR. m M 0/ M 5'-0" 3'-811 8" 2'-8" 2' 1" 2' 91/2" Y-51/2" 9'-011 811 ELEVATION PAVERS O 0'-4" z I v Ck I o I 6, I `r --------- C -JJ"----- --- I ----------4-------- ------G.J.------ � I Q I I � I I M _ I I I I �I UI ELEVATION I O 0'-6" I . 1k I /LEAD WALK qq (Q1 PAVER DRIVE 3A2 11.811 1'-0" 2'-8" 16'-011 21.811 30'-011 TAYLOR MORR16ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 * * * * * * * * * * * C.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * SLAB INTERFACE PLAN GARAGE yRIGHI JOB NUMBER 26002.071 CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED L: 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMP ER. T. ir Qt- �`' •'• r•e•• / '�� two ®d•. o • te t" w Ott Imo. OGo sc Q ®: • r• ♦ w� 90000 Lu 0 0 ry 0 M W I J 11111111��1 2138 TITLE SLAB INTERFACE PLAN • SHEET • • x m w T0 ,�O O JJMh; 1 o0M SIM con N_ - T %>.JN Lo 0 U. • 0 0I- a �� C 0 E _0 �Yrocm tJcm .- 0 00Sron ZNG•, JOB NUMBER 26002.071 CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED L: 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMP ER. T. ir Qt- �`' •'• r•e•• / '�� two ®d•. o • te t" w Ott Imo. OGo sc Q ®: • r• ♦ w� 90000 Lu 0 0 ry 0 M W I J 11111111��1 2138 TITLE SLAB INTERFACE PLAN • SHEET • T.O.M. 9'-4" A.F.F. I3' -0"x3-0" A/CI PAD (SEE MECN. (CONTRACTOR FOR LOC) L ---J 3 - 26 5N. T.O.M. NR AT 6-0" 9'-4" * EGRE55 N.B. TEMP. GL. ENCL. ON 42" N. LOW WALL 5EE TUB/5NOWER— DETAIL5 NAN5EN -� BOX a� LE M ciQ � FLl ATO W_ I � IN = I AE a Q� I W 4 1 T.oM. AFF. T.o.M. 9'-4" AFF. T.O.M. 9'-4" AFF, N N Q d- �a ' JOB NUMBER 26002.071• CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWA& nORIDA 3*77 813.92.5.1300 T`EL ALL EMERGENCY ESCAPE AND RESCUE 813.925. 1800 FAX W W W.DAVISBEW&COM OPENINGS 6NALL COMPLY WITH 8310 PER FB.C.R. - 5TH EDITION (2014). a� ••••arr I� P4 �` ` `-rrr°r r••r .��lj � � � y N • ti ®o•°� d .� 'aft^� •s �� fy i� HATCHING LEGEND INSULATE WALL 100ry � n I I � I i � I I � 1 MAIN FLOOR 1151 S.F. ......._ "' 0 .B.N REFER TO SHEET 2A2 UPPER FLOOR g81 S.P. • u FOR MAIN FLOOR G.C. VERIFY GLA55 TOTAL L I V INCA 2138 S.F. 2138 16-0x1-0 O.N. GARAGE DOOR I O PLAN DIMEN514N5 INSERT FOR FRONT DOOR. r • GARAGE 4515.F. T.O.M. LANAI 128 S.F. TITLE • 9'-4" PAVER DRIVE / LEAD WALK R 8 CEILING NGFY FlNSULATION ENTRE' -(4 S.F. MAIN FLOOR PLAN NOTES A.F.F. _ <3 A TOTAL SQ. FT. 2791 S.F. 3A2 ovm� # 1 6- 14 58 MAIN FLOOR. AN NOTES SHEET SCALE: 1/4" = 1'-0' GARAGE RIGHT 2A1 UL. — wommummA TYPICAL MASONRY • x m w WINDOW SCHEDULE C' WINDOW WIDTHS 0 20" 21" 37" 5311 0 co WINDOW CALL -OUTS 6 ` SQL • 0 0 26" H 12 5N 1/2 32 5N 22 5N 32 5N Lu tv ro N iJ*co 00CCroti 1� z C4 = 39" 9 13 SN 1/2 33 5H 23 5N 33 5N 0 51" 14 5N 1/2 34 5H 24 5N 34 5N Z 63" 0 15 5H 1/2 35 5N 25 5H 35 5N �--� z 12" 16 5N 1/2 36 5N 26 5N 36 5N G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, w uj WINDOW 5IZE5 AND INSTALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. 0 REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE NU'NG-SN, CASEMENT- C5MT, OR FIXED GLA5S- F.G.) ' JOB NUMBER 26002.071• CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWA& nORIDA 3*77 813.92.5.1300 T`EL ALL EMERGENCY ESCAPE AND RESCUE 813.925. 1800 FAX W W W.DAVISBEW&COM OPENINGS 6NALL COMPLY WITH 8310 PER FB.C.R. - 5TH EDITION (2014). a� ••••arr I� P4 �` ` `-rrr°r r••r .��lj � � � y N • ti ®o•°� d .� 'aft^� •s �� fy i� HATCHING LEGEND INSULATE WALL 100ry � n I I � I i � I I � 1 MAIN FLOOR 1151 S.F. ......._ "' 0 .B.N REFER TO SHEET 2A2 UPPER FLOOR g81 S.P. • u FOR MAIN FLOOR G.C. VERIFY GLA55 TOTAL L I V INCA 2138 S.F. 2138 16-0x1-0 O.N. GARAGE DOOR I O PLAN DIMEN514N5 INSERT FOR FRONT DOOR. r • GARAGE 4515.F. T.O.M. LANAI 128 S.F. TITLE • 9'-4" PAVER DRIVE / LEAD WALK R 8 CEILING NGFY FlNSULATION ENTRE' -(4 S.F. MAIN FLOOR PLAN NOTES A.F.F. _ <3 A TOTAL SQ. FT. 2791 S.F. 3A2 ovm� # 1 6- 14 58 MAIN FLOOR. AN NOTES SHEET SCALE: 1/4" = 1'-0' GARAGE RIGHT 2A1 UL. — wommummA • x m w C' r0 J 0O 0 Jm(\p� 'n 0 co 0 N T >> J N 6 ` SQL • 0 0 0 C0 rLY rod, tv ro N iJ*co 00CCroti 1� z C4 ' JOB NUMBER 26002.071• CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWA& nORIDA 3*77 813.92.5.1300 T`EL ALL EMERGENCY ESCAPE AND RESCUE 813.925. 1800 FAX W W W.DAVISBEW&COM OPENINGS 6NALL COMPLY WITH 8310 PER FB.C.R. - 5TH EDITION (2014). a� ••••arr I� P4 �` ` `-rrr°r r••r .��lj � � � y N • ti ®o•°� d .� 'aft^� •s �� fy i� HATCHING LEGEND INSULATE WALL 100ry � n I I � I i � I I � 1 MAIN FLOOR 1151 S.F. ......._ "' 0 .B.N REFER TO SHEET 2A2 UPPER FLOOR g81 S.P. • u FOR MAIN FLOOR G.C. VERIFY GLA55 TOTAL L I V INCA 2138 S.F. 2138 16-0x1-0 O.N. GARAGE DOOR I O PLAN DIMEN514N5 INSERT FOR FRONT DOOR. r • GARAGE 4515.F. T.O.M. LANAI 128 S.F. TITLE • 9'-4" PAVER DRIVE / LEAD WALK R 8 CEILING NGFY FlNSULATION ENTRE' -(4 S.F. MAIN FLOOR PLAN NOTES A.F.F. _ <3 A TOTAL SQ. FT. 2791 S.F. 3A2 ovm� # 1 6- 14 58 MAIN FLOOR. AN NOTES SHEET SCALE: 1/4" = 1'-0' GARAGE RIGHT 2A1 UL. — wommummA HE m W-011 30'-0" 16'-0" 13'•4" I' 8" 1'-0" 2'-8" 16'-0" M.O. 8'-8" 21'-4" JOB NUMBER 26002.071 • CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED z ro) i I DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXMAR, RORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMP 15 •�� ••• •e• N O p =a 4 ry O Z sm w� Ole04 Oleoo Q WMcemi 0 0 >= 1 � 211030 oF'r'� ri�ot�TM #16.1458 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'-0" GARAGE RIGHT • TI TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • X l� w ra J0 too O Jari�W i ON�M N La J N Lm 6o�M 0 �.0 Y � L J _0 �o ro� y0 ZNOT JOB NUMBER 26002.071 • CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED z ro) i I DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXMAR, RORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMP 15 •�� ••• •e• N O p =a 4 ry O Z sm w� Ole04 Oleoo Q WMcemi 0 0 >= 1 � 211030 oF'r'� ri�ot�TM #16.1458 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'-0" GARAGE RIGHT • TI TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • PROVIDE PAN AND UNDER A.E 24" H. A/C PLATFORr CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UR-ACE 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. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 REFER TO SHEET 215 FOR UPPER FLOOR PLAN DIMEN51ON5 G.G. VERIFY FOR R36 CEILING INSULATION TYPICAL WOOD FRAME • x ro w WINDOW SCHEDULE WINDOW WIDTHS O� 20" 24" 36" 48" 0 WINDOW CALL -OUTS ` N ,= 2 J N (" 0 2011 V) 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. Lu 0 0 OJ Co = 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 c z cl. 0 36" 1830 5H 2030 5H 3030 5H 4030 5H z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, ul)0 Lu Lu WINDOW SIZES AND INSTALLATION MAY VARY PER MANUFACTURE SPECIFICATIONS. 0 6 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG -54 CASEMENT- C5MT, OR FIXED GLA55- F.G.) CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UR-ACE 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. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 REFER TO SHEET 215 FOR UPPER FLOOR PLAN DIMEN51ON5 G.G. VERIFY FOR R36 CEILING INSULATION • JOB NUMBER 26002 071 • CAD FILE NAME LOT 171 T8 ISSUED 04-28-16 REVISED DAVIS BEWS DESIGN GROVP 251:3 . y1.5 . 1�UU 1 Yrl 813.925 ALL EMERGENCY ESCAPE AND RESCUE T OPENINGS SHALL COMPLY WITH R310 PER F.B.CK - 5TH EDITION (2014). W p X. e o +. ,,,•�E e O� •oas•Re•° 0� W 1� ,u A, M W I 2:1138 SANF R v„ r.n #16-1456 UPPER FLOOR PLAN NOTES SCALE: 1/4" = 14" GARAGE RIGHT • x ro w oo� O� co 0 ` N ,= 2 J N LLLm 0 0 OJ Co E0�a �� N i J 4 0 c z cl. • JOB NUMBER 26002 071 • CAD FILE NAME LOT 171 T8 ISSUED 04-28-16 REVISED DAVIS BEWS DESIGN GROVP 251:3 . y1.5 . 1�UU 1 Yrl 813.925 ALL EMERGENCY ESCAPE AND RESCUE T OPENINGS SHALL COMPLY WITH R310 PER F.B.CK - 5TH EDITION (2014). W p X. e o +. ,,,•�E e O� •oas•Re•° 0� W 1� ,u A, M W I 2:1138 SANF R v„ r.n #16-1456 UPPER FLOOR PLAN NOTES SCALE: 1/4" = 14" GARAGE RIGHT 11 REFER TO SHEET 251 FOR UPPER FLOOR PLAN NOTES SANFORD a5'=Metxtu.' �'W #16-1458 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'-0' GARAGE RIGHT JOB NUMBER 26002.071 CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, RDRMA 34677 813.925.1300 TEL 813. 925. 1800 FAX PA co t- • p q> Cy W V^"e.J ev • i•r cc :c° 1M„1 Ci 0 Ted z-. ��j� •. e. �•� p 1 ou 2138 • TI TLE • UPPER FLOOR PLAN DIMENSIONS x ro w C r 0 JQ�0 OJCC.)(\F) 0i Y/ 0woQ) �. . 0 , > `JM L • 0 0 4�� .� 0 °o LL Y W LJCY �p 00 � (� y� T ZN�L0 JOB NUMBER 26002.071 CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, RDRMA 34677 813.925.1300 TEL 813. 925. 1800 FAX PA co t- • p q> Cy W V^"e.J ev • i•r cc :c° 1M„1 Ci 0 Ted z-. ��j� •. e. �•� p 1 ou 2138 • TI TLE • UPPER FLOOR PLAN DIMENSIONS ALL GUARDRAIL5 AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE 83015 PER F.B.G.R. - 5TH EDITION (2014). STAIR NOTE5: RAILING 15ALU5TER5 SHALL BE 5PACED 50 THAT A 4" 5PHERE CANNOT P455 THROUGH. HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR SAFETY TER INAL5. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE65 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOU5 GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE 5PACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C. 2010 RE5IDENTIAL CODE 8302.1 STAIR SECTION 5CALE: 1/4" = I'-0" 36" H. CONTINUOU5 42" H. x m 5HIM A5 POP-UP OUTLETS GRASPABLE LOW WALL 3/4" PLYWD. co h W RAILING DECKING 1" LINE OF 6'4' MIN, BEAM CASING O M BEAM HEAD CLEARANCE FLOOR FLOOR 5Y5TEM Lo PLAN) BA5E L. L. °iLM � SYSTEM 00coLD BACKING 1/2" DRYWALL CALI. TOP 41 0 i L. 2x STRINGERS 1000" \ Lu �+ zN2d' (TYP.) 42" N. LOW WALL d I" NOSING LINE OF i i (TYP.) DOOR IN FOREGROUND I I _ M � I 2x TREADS AND Ix R15ER5 (TYP.) it TREAD5 AT 10.00" EACH UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE 5PACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C. 2010 RE5IDENTIAL CODE 8302.1 STAIR SECTION 5CALE: 1/4" = I'-0" 5CALE: 1/2" : 1'-0" Inc, n5a TRU55E5 BEYOND INSULATION ATTIC ACCESS DETAIL 5CALE: 1/2" : 1'-0" G.C. VERIFY x m 5HIM A5 POP-UP OUTLETS REQ'D 0-i co h W i 1" CASING O M 2x STUDS (PER 5TD. Lo PLAN) BA5E L. L. °iLM CABINET 00coLD BACKING 1/2" DRYWALL CALI. TOP 5CALE: 1/2" : 1'-0" Inc, n5a TRU55E5 BEYOND INSULATION ATTIC ACCESS DETAIL 5CALE: 1/2" : 1'-0" • JOB NUMBER 26002.071• CAD FILE NAME L 0 T 171 TB ISSUED 04-28-16 REVISED 150 STATE STREET EAST OLDSMW FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA el 19 � `#1110• •�� aw 0 ii d (V Q • .- w'''�- car• Fit LL I I 2138 G� • TI TLE • 1�1`nF (3 PLAN DETALS n y — 458 • PLAN DETAILS 5CALE: 1/4" : I'-0" GARAGE RIGHT w x m C± r o t() 0-i co h W i O M N r Lo z cv L. L. °iLM 00coLD 0c0J 3E 41 0 i L. O h �+ zN2d' • JOB NUMBER 26002.071• CAD FILE NAME L 0 T 171 TB ISSUED 04-28-16 REVISED 150 STATE STREET EAST OLDSMW FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA el 19 � `#1110• •�� aw 0 ii d (V Q • .- w'''�- car• Fit LL I I 2138 G� • TI TLE • 1�1`nF (3 PLAN DETALS n y — 458 • PLAN DETAILS 5CALE: 1/4" : I'-0" GARAGE RIGHT 11/2" THICK SAND FIN15H lz� KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R1031o.1 AND 3/4" A5TM C926. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2. AND A5TM C 1063, TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 311 - 1'-0" �c CLEAR OPENING HEIG:HT5 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 5ECTION6 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HEID FLOOR PER F.B.G. 2010 RESIDENTIAL CODE %0 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 12 6 6 I� LSHINGLE ROOF 12 12 Q6 a6 LSHINGLE G.G. VERIFY ALUM OVER ROOF 2x6 6UB-FA5CIA PLT. HT. (TYPICAL) PLT. HT. 411 BANDING (TYP.) 5TUCCO STUCCO 1'-4" W, x 51.011 H. FIN15H DECORATIVE 1'-411 W. x 5'-011 H ] FINISH FIXED 5HUTTER DECORATIVE �l FIXED 5HUTTER 5HINGLE T' * ROOF 411 BANDING12 (TYP.) 12 LSHINGLE a6 SECOND F.F. LINE 6� ROOF 5ECOND FF. LINE z - 1411 BANDING eO T.O.M. T.OM, 611 BANDING 6" BANDING - 411 BANDING r TEXTURED El [71 171171 El 171171171 TEXTURED a' EFIN15H e [7[7[7[7FINISH m v zo ib I. ElEl❑❑❑❑�❑ BANDING BANDING TEMP, 'v MAIN FF. LINE 0 I l—:::::+ I i:::::A I E�E - MAIN FF. LINE CO COPYRIGHT 2014, TAYLOR MORRISON 4" BANDING GRADE LINE (A55UMED) G.G. VERIFY GLA55 INSERT FOR FRONT DOOR FRONT ELEVATION 5CALE: 1/4" - 14" �U1L.D SIG S'AnTy.: 0 R,D r: r >n 4' #16- 1458 ELEVATION 17 GARAGE RIGF • JOB NUMBER 26002.071 • CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED 150 STATE STREET EAST OLDSMAR., FLORIDA 3*77 813.925. 1300 TEL 813.925.1800 FAX www' W.DAVISBEWS.COM TAMP %D co •y d LL La *W O 7� 4 r Q Z W I oC >= ou �II�IOIIIIIIIII�I 21383. • TI TLE • FRONT ELEVATION DETAILS 3A1 I I • • K cc tO UL0 o lQ 0 Jr�i1`rn I 0W�M L. > >JN Lm• 0 0 0 -� O d .0 J O 0 —Mot • JOB NUMBER 26002.071 • CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED 150 STATE STREET EAST OLDSMAR., FLORIDA 3*77 813.925. 1300 TEL 813.925.1800 FAX www' W.DAVISBEWS.COM TAMP %D co •y d LL La *W O 7� 4 r Q Z W I oC >= ou �II�IOIIIIIIIII�I 21383. • TI TLE • FRONT ELEVATION DETAILS 3A1 I I LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 310 SQ. IN. UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. j 6:12 X 144 = 612 SQ, IN. I �- I HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 j I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. ACTUAL SOFFIT VENTILATION =1481 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I I I �Q I I I I 1 6:12 o yo _ L I Lu�, SADDLE 6:12 1 ------------------ i I 4i -----------,--- 6:12 "' 6:12 I � I I I I I i I I GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. I I X 144 =196 SQ. IN. I I I HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. --------------------------- - # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. TYP, ACTUAL SOFFIT VENTILATION = 540 SQ. IN.AA OVERHANG AT HIP 3A2 (UN.D.) ROOF PLAN SCALE: 1/8" - I'-0" 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: Z TNI5 DETAIL SHOWS THE TYPICAL THICKNE55 THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED 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 5ECTION5 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 FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 GIRDER 6 I TRUSS 24" O.C. GARAGE PLT. HT, e 4D SECOND FF. LINE T.O.M. _ g co b- MAIN FF. LINE — 1212 GIRDER 6 Q6 GIRDER ROOF TRU55E5 TRUSS 6�12 AT 24" O.C. (TYPICAL) ❑ ❑ o ❑ LOFT R. 3 /2-5TORY A VOLUME ❑❑ ❑❑ `�' ,� D4 12 --� FLOOR SYSTEM -- SEAM BEAM KcoNc. IT. FAMILY ROOM LINTEL DINING DD SECTION AA SCALE: 1/8" - I'-0" 12 Q� 2 12 46 I� INGLE MI6 ROOF Q6 PLT. NT, 0 -TEMP, L ST%S e UCCO FINISH Q6 �l Z- SHINGLE ROOF _ _SECOND FF. LINE T.O.M. - x w C U To C, to ms 'n cq 0��M ■. N So oo�� THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED 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 5ECTION5 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 FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 GIRDER 6 I TRUSS 24" O.C. GARAGE PLT. HT, e 4D SECOND FF. LINE T.O.M. _ g co b- MAIN FF. LINE — 1212 GIRDER 6 Q6 GIRDER ROOF TRU55E5 TRUSS 6�12 AT 24" O.C. (TYPICAL) ❑ ❑ o ❑ LOFT R. 3 /2-5TORY A VOLUME ❑❑ ❑❑ `�' ,� D4 12 --� FLOOR SYSTEM -- SEAM BEAM KcoNc. IT. FAMILY ROOM LINTEL DINING DD SECTION AA SCALE: 1/8" - I'-0" 12 Q� 2 12 46 I� INGLE MI6 ROOF Q6 PLT. NT, 0 -TEMP, L ST%S e UCCO FINISH Q6 �l Z- SHINGLE ROOF _ _SECOND FF. LINE T.O.M. - • J03 NUMBER 26002.071 • CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED • On r } DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST /TEXTURED , OLDSK4Ak FLORIDA 34677 /TEXTURED "� 813.925.1300 TEL. 813.925. 1800 FAX FIN15H @ FIN15H NVWWJaAVISBEVVScoM TEMP. Fes. - - - - - - - - - - MAIN FF. LINE • �•.......• ' OV GRADE LINE TEMP;-/:, `C�••tu tS,:;22 ^� ; (ASSUMED) G.C. VERIFY GLA55 40;x,1 C= INSERT FOR FRONT * Ju -a • ..d - • •,,,I DOOR e ria LEFT ELEVATION ...®;so,�`� 5CALE: 1/8" - I'-0" 751111111'1 6 12 Q6 SHINGLE ROOF PLT, HT, PLT. NT. /ST «�ucco ZIPF.G. FG. FINI SECOND FF, LINE 4D D5N7 4 SECOND FF. LINE W T.O.M. _ _ r.o.M. TEXTURED = TEXTURED FIN15H FIN15Hr MAIN FF. LINE TEMP' MAIN FF. LINE — - - GRADE LINE - - - - - — (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-0" ne 12 SHINGLE 17 612 r 0 ROOF 6LS � NINGLE 12 6 6 12 ROOF PLT. NT. - - - PLT. HT. - PLT. HT. _>m STUCCO FINISH0 %� LSTUCCO tea, 6 12„ * FIN15H 8 J INGLE a LSN SECOND FF. LINEROOF SECOND F.F. LINE 8” 4 SECOND FF. LINE • T.O.M. - — � T.o.M: - — - M - -- -- M d. TExruRED /TEXTURED — 2138 FINISFIN15H l e MAIN FF. LINE MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) SHIN �)RD # 1 6- 1 4 5 8 RIGHT ELEVATION ryj�`� SCALE: I/8..: 1..-0'1 "All � � � ELEVATION A GARAGE RIGHT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • x w C U To C, to 'n cq 0��M ■. N So oo�� 0 O � c � � O:2'z5i 16E 1Y cy t J 0 00CCr; ZNLd' • J03 NUMBER 26002.071 • CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REVISED • On r } DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST /TEXTURED , OLDSK4Ak FLORIDA 34677 /TEXTURED "� 813.925.1300 TEL. 813.925. 1800 FAX FIN15H @ FIN15H NVWWJaAVISBEVVScoM TEMP. Fes. - - - - - - - - - - MAIN FF. LINE • �•.......• ' OV GRADE LINE TEMP;-/:, `C�••tu tS,:;22 ^� ; (ASSUMED) G.C. VERIFY GLA55 40;x,1 C= INSERT FOR FRONT * Ju -a • ..d - • •,,,I DOOR e ria LEFT ELEVATION ...®;so,�`� 5CALE: 1/8" - I'-0" 751111111'1 6 12 Q6 SHINGLE ROOF PLT, HT, PLT. NT. /ST «�ucco ZIPF.G. FG. FINI SECOND FF, LINE 4D D5N7 4 SECOND FF. LINE W T.O.M. _ _ r.o.M. TEXTURED = TEXTURED FIN15H FIN15Hr MAIN FF. LINE TEMP' MAIN FF. LINE — - - GRADE LINE - - - - - — (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-0" ne 12 SHINGLE 17 612 r 0 ROOF 6LS � NINGLE 12 6 6 12 ROOF PLT. NT. - - - PLT. HT. - PLT. HT. _>m STUCCO FINISH0 %� LSTUCCO tea, 6 12„ * FIN15H 8 J INGLE a LSN SECOND FF. LINEROOF SECOND F.F. LINE 8” 4 SECOND FF. LINE • T.O.M. - — � T.o.M: - — - M - -- -- M d. TExruRED /TEXTURED — 2138 FINISFIN15H l e MAIN FF. LINE MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) SHIN �)RD # 1 6- 1 4 5 8 RIGHT ELEVATION ryj�`� SCALE: I/8..: 1..-0'1 "All � � � ELEVATION A GARAGE RIGHT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ,RICANE STRAP PER )F FRAMING PLAN OL BRG. HGT. N. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS 1 I' SHOWN, PROVIDE 4' -1" BEAD OF 1 CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 1 AND DECK FLASHING. ILISH LIQUID NAIL BRAND OR EQUAL I i WATER PROOF CAULKING 1 (I i PER BUILDER 1 1 � _ PROVIDE SELF ADHERED 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 �F'�rh,FR FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr �� y P WEATHER RESISTIVE BARRIER \5 SILL PLATE (SEE DETAIL B OO FOR OPTIONS) gPF' CORNER PATCH NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / �' / EXTERIOR RESISTIVE SHEATHING BARRIER � TAPE / SILL PLATE 2 (ASSEMBLED FLASHING 1 WINDOW) , 2 i i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG 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 1 FLASHING. 20" FLOOR TRUSS "-2X8 TRIM BOARD "�\-STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7116" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING DD VAN G OVP 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 150 STATESTR=FAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OLXMM,RO`MA -146" 813.925.1300 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813. 925. 1800 FAX W W W.DAVISBEWS.CAM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TA .1 • PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. ��` t3• •.••'° °° ,,►'� i • R703.2 WATER -RESISTIVE BARRIER '" _ '' ® ®©•: `V S.a ��° �: ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH - c Oso, ^" 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 ��'.► f.••••SS®�` THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS�e``� 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 0 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 0 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 zSEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0W 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 V DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: rml� 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 rtoo INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, IPAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A 0 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. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. • TI TLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORK a - #16-1458 • SHEET� • FLASHING DETAILS N.T.5. x ro Jr0 0 to -1 co NM @ a) cM NC6 r Lon> . > J c., Son LL C.0 00 a 8 Y Eo�C0 .14 W 00 cc� Z N L d WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING DD VAN G OVP 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 150 STATESTR=FAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OLXMM,RO`MA -146" 813.925.1300 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813. 925. 1800 FAX W W W.DAVISBEWS.CAM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TA .1 • PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. ��` t3• •.••'° °° ,,►'� i • R703.2 WATER -RESISTIVE BARRIER '" _ '' ® ®©•: `V S.a ��° �: ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH - c Oso, ^" 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 ��'.► f.••••SS®�` THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS�e``� 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 0 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 0 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 zSEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0W 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 V DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: rml� 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 rtoo INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, IPAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A 0 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. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. • TI TLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORK a - #16-1458 • SHEET� • FLASHING DETAILS N.T.5. SHEATHING EXTURE IN15H COAT 3RO% COAT iCR4TCH COAT ELF -FURRING .ATN 'WO LAYERS WRB IEEP SCREED 'EWINATE SELF ADHESIVE FLASHING U LOWER N05E OF 1115. ELF ADHESIVE LASHING 1A50NRY BLOCK ALL WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER 1All- 1 ATI I I V V SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WEATHER RESISTIVE EXTEND MIN. OF 6" j MECHANICALLY FASTEN IF BARRIER EXTERIOR SHEATHING —�' 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED DOOR ROUGH OPENING WOOD FRAME CONSTR. THRESHOLD OF DOOR AND RETURN FLASHING SEE WINDOW FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED 611 L■ 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN (SEE DETAIL WP01) SCREED 2" BELOW TOP OF FLASHING LETTER ON CHEMICAL / ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP PLASTER STOP SCORED COMPATIBILITY ' Miy6 AND EXTENDING A THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. SELF -ADHERED FLASHING° DRIP EDGE SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE UP JAMB 6". USE LIQUID NAIL BRAND FIGURE 1: FLASHING INSTALLATION EXTEND A MINIMUM 6" SHINGLES RELEASE PAPER TO POSE Lu OR EQUAL WEATHER PROOF CAULKING ;'. r e , a: e', r::' : ADHESIVE AS SHOWN) FINISH 2" ABOVE Q" 0g ROOF o;F ;. ` ,' :� FLASHING \ 6" X 18" H GALV. .– LL CAULKING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS SEALANT UNDER DECKING SUBFLOOR (SEE DETAIL WP07) JR RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER 1All- 1 ATI I I V V SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) \ ° SELF -ADHERED FLASHING \ NAILING FLANGE SELF -ADHERED " fi FLASHING / JOISTS SEAL TOPS OF JO DO NOT FLASH OVER i UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER MAI 1 01Jn ATLIIAI/'l ASPHALT SEALANT: EXTERIOR EXTEND MIN. OF 6" j MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING —�' 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED ADHESIVE ASPHALT ADHESIVE ACCORDANCE WITH ASTMC1063 THRESHOLD OF DOOR AND RETURN FLASHING SEE WINDOW FLASHING SELF -ADHERED FLASHING 7/16" O.S.B. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED 611 L■ REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCREED 2" BELOW TOP OF FLASHING LETTER ON CHEMICAL / 1 DIVERTER PLASTER STOP SCORED COMPATIBILITY ' Miy6 AND EXTENDING A RELEASE PAPER SELF -ADHERED FLASHING° DRIP EDGE SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE i m 6 0 FIGURE 1: FLASHING INSTALLATION EXTEND A MINIMUM 6" SHINGLES RELEASE PAPER TO POSE Lu VERTICALLY FROM ;'. r e , a: e', r::' : ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) \ ° SELF -ADHERED FLASHING \ NAILING FLANGE SELF -ADHERED " fi FLASHING / JOISTS SEAL TOPS OF JO DO NOT FLASH OVER i UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER MAI 1 01Jn ATLIIAI/'l ASPHALT SEALANT: 7/8" CEMENT PLASTER IN EXTEND MIN. OF 6" j ACCORDANCE WITH OUTSIDE OF FLASHING jGALV. - ASPHALT BASED MTL L' FLASHING 04z / 6" X 18" H GALV. MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 SEALANT APPLIED N ..• �toJ 7/16" O.S.B. X7/16" O.S.B. r 611 L■ (REQUIRED AT J METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 1 DIVERTER PLASTER STOP FLASHING > .: Miy6 AND EXTENDING A LOCATIONS) AT ENTRY ROOF DRIP EDGE z :.:, ,. ✓: FASCIA i m 6 0 FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED SHINGLES EXTERIOR WALL FINISH Lu VERTICAL RISE OF ;'. r e , a: e', r::' : HOLD EXTERIORo`,o', FINISH 2" ABOVE 0g ROOF o;F ;. ` ,' :� FLASHING \ 6" X 18" H GALV. .– LL CAULKING FLASHING CONT. 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" DO NOT NAIL WITHIN 6" PER PLAN VALLEY CENTERLINE SPEC'S. 6 GALV. 'L' FLASHING / TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TEXTURED, PAINTED :T AS 7/8" CEMENT PLASTER IN EXTER. WALL FINISH ACCORDANCE WITH ASTMC926 ASPHALT BASED IED ROOF CRICKET: 6" X 18" H GALV. MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 SEALANT APPLIED N MIN: 3:12 SLOPE FLASHING CONT. 7/16" O.S.B. X7/16" O.S.B. SHEATHING BEHIND FLASHING L■ (REQUIRED AT KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP ...o AND EXTENDING A LOCATIONS) AT ENTRY ROOF pro°' z MINIMUM OF 6" ABOVE i m 6 0 SHINGLES ZN2a Lu VERTICAL RISE OF 0g FLASHING AT KNEEWALL \ 6" X 18" H GALV. .– LL FLASHING CONT. iv SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED F L A S H I N G DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x511 METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER RLo�e CONTRACT ROOF OEOK �95+� /0 �Q% O S � q <syq<< Ros o 51 OV�ySE G UR � QGO&F VII 11r, 5 \ A "I"'ME4P,v E�C'� ApA 3R ?N410,OOVR grc 1ST GO RAKE METAL a2 29 DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE 14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT 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 VALLEY CENTERLINE 1" FIGURE 4: VALLEY DETAIL 36" 811 Q11 Q11 Q11 p11 1 11 SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 �-- BUILDING PAPER BUILDING PAPER SHEATHING 7/16" O.S.B. X7/16" O.S.B. SHEATHING SHEATHING L■ N 1 ??JM KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" 0 0 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" OJ ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE ®°p°® MITER CUT AND ®® CAULKED ALL BUTT • ®•®° ° ®`; JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 8113..9225.1800 FAX 2 1/2" PERFORATED °•n° BLOCK FLANGE 1/2" WEEP • o SCREED' • o°® 4 O CC 0 'Q ® z INSTALL BOTTOM EDGE OF • y �V8 A SLAB WEEP SCREED 1" BELOW �' `a' •••a S� ,� ;a FINISH FLOOR ��✓ "'�'+�+••®FG ��e� iiArnrrrrw��e� 41)� OPTIONAL DETAIL WEEP SCREED DETAIL 0 SCALE: NOT TO SCALE SHEATHING SELF -ADHERED V) FLASHING PATCH �y 2 )UBLE JOIST r� Y, r,,. .� '� r„ fin n (�Y�is ✓; h dPd� 12111! 1„C ' u.. R 21A wilUi,lU"'I�IiIGu",j+u if Y a H' !AM BELOW 1 ✓✓"'°. SELF -ADHERED FLASHING SELF -ADHERED FLASHING i�✓ 3 MIN 3 ' *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER I METAL FLASHING 1 1 1 I V/ I” V/ .LLL 1 FLASHING DETAIL -71NEERED ROOF RUN KICKOUT FLASHING 6" J :S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW SANa +A"D #16. 1458 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND F G D ETAI LS WATERPROOFING METHODS TO BE USED. NTS x m C r 0 j 0 OJ Lo chi M 1 2�`/M L■ N 1 ??JM OoE 0 0 ° ° 'o ...o -jC 0 pro°' i m 6 0 y� ZN2a FINISH 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 8113..9225.1800 FAX 2 1/2" PERFORATED °•n° BLOCK FLANGE 1/2" WEEP • o SCREED' • o°® 4 O CC 0 'Q ® z INSTALL BOTTOM EDGE OF • y �V8 A SLAB WEEP SCREED 1" BELOW �' `a' •••a S� ,� ;a FINISH FLOOR ��✓ "'�'+�+••®FG ��e� iiArnrrrrw��e� 41)� OPTIONAL DETAIL WEEP SCREED DETAIL 0 SCALE: NOT TO SCALE SHEATHING SELF -ADHERED V) FLASHING PATCH �y 2 )UBLE JOIST r� Y, r,,. .� '� r„ fin n (�Y�is ✓; h dPd� 12111! 1„C ' u.. R 21A wilUi,lU"'I�IiIGu",j+u if Y a H' !AM BELOW 1 ✓✓"'°. SELF -ADHERED FLASHING SELF -ADHERED FLASHING i�✓ 3 MIN 3 ' *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER I METAL FLASHING 1 1 1 I V/ I” V/ .LLL 1 FLASHING DETAIL -71NEERED ROOF RUN KICKOUT FLASHING 6" J :S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW SANa +A"D #16. 1458 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND F G D ETAI LS WATERPROOFING METHODS TO BE USED. NTS HORIZ.—< MAKE-UP LIGHTS L 150 AMP. ELEC. I CLG. GRI. OUTLET PANEL FOR G.D. OPENER r--------------------71 I I I GF.I. \ 4511 AT AT 48" IR i i IRRIGIG. I I COACH COACH LIGHT �\ LIGHT OUTLET +14" W.P. / G.F.I. FOR TUUI5. SERVICE ELEC. METER L CTfRICAL <E'T- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �w.P. WEATHERPROOF DUPLEX OUTLET O.F.Q. GROUND FAULT INTERRUPTER DUPLEX OUTLET k42�, HALF-SUITCHED DUPLEX OUTLET [d SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q• RECESSED INCANDESCENT LIGHT FIXTURE - C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q; EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL.) ® CHIMES (OPTIONAL( Ei PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR so SMOKE DETECTOR sc c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �(/> ROUGH -IN FOR OPT. CEILING FAN v J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES- I. OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: D SWITCHES.... 42° UNT OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROD= RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N,F.P.A.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, 40 ORDINANCES 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER I THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAFIS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. Nib -1158 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. EST. 1994 F�=— COMBO - SQUARE p 0 Lo -/ �tA�M TYP. M4 AND 12 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. ° iniL C0 INSIDE LIGHTS AND OUTLETS �c ~ a .�ti AMPS. REQUIRED 8 PANEL +10 COPPER TO Ec oC4 L J * m WATER HEATER UNDERGROUND 0 0 Z 4 IT 0 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. I�,pj:: 0r'A r Nib -1158 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • JOB NUMBER 26002.071• CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REWSED • • x m 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • 0oENVOk EST. 1994 F�=— r0 JL�O 0 Lo -/ �tA�M NM Son 0 , " 1> J N ° iniL C0 0 �c ~ a .�ti 8 Ec oC4 L J * m y� T 0 0 Z 4 IT 0 • JOB NUMBER 26002.071• CAD FILE NAME LOT 171 TB ISSUED 04-28-16 REWSED I I m%ftTA!'w I • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • 0oENVOk EST. 1994 F�=— I I m%ftTA!'w I • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HMAAKE LIGHT ELECTRICAL <E"'r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER .P. WEATHERPROOF DUPLEX OUTLET 0 v5.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-5WITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET 4 DUPLEX OUTLET IN FLOOR �@e 220 VOLT OUTLET WALL 5WITC44 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT c3*= FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN iQ. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSH5UTTON SWITCH (OPTIONAL) © CAR50N MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CAM MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THEW05TAT Cp ELECTRIC METER ELECTRIC PANEL " —� DISCONNECT 5WITC 4 ® SPEAKER (OPTIONAL) <\U/> ROUGH -IN FOR OPT. CEILING FAN v J <17 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN 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. UNLE86 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 4211 OUTLETS ..... 14" TELEPHONE_ .1411(UNLESS A5V COUNTERTOP) TELEVISION.. 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLE$ IN BLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOMS, REMATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COM51NATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI) 6. IT IB THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R 5T4 EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING NEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM$ SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. spj RD 4 58 CTRICAL PLAN GARAGE RIGHT • JOB NUMBER 26002.071 CAD FILE NAME LOT 171 T3 ISSUED 04-28-16 REVISED • • x m w rob ,P] DAVIS BEWS DESIGN GROUP 00 C.0DO EST. 1994 ��- .J 0 _jMhW 0� coaj N r ` >Ja ` 0 0 0 r�E0 -i c O iL—Y(� �.. t0�(p 00 Cfir: ZNGd' • JOB NUMBER 26002.071 CAD FILE NAME LOT 171 T3 ISSUED 04-28-16 REVISED • TITLE • UPPER FLOOR ELECTRICAL PLAN 14 ol • SHEET rob ,P] DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWMt, FLORIDA 34677 813.925.1300 TEL, 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ��- • TITLE • UPPER FLOOR ELECTRICAL PLAN 14 ol • SHEET GENERAL NOTES SHEET SHEET TITLE FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. S4.2 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A S5 MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. SD5 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES SD6 OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE GENERAL STAIR DETAILS BLOCKING w/ (3) 12d TOENAILS EACH END. PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT„ 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6"' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) ERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) 3. FASTEN OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. A)FLOORS = 40 PSF MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 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. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE °X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR o NG MAY BE USED I.L.O. PEMANENT CLB IF IT TENDS MIN. 90 /o OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (S EI WEB REINFORCEMENT TABLE WITHIN BCSI B3) CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 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 WIND SPEED (ULTIMATE) 139 mph BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED AREA (SQ FT) REGARDLESS OF SPECIES. 1. OMITTED REBAR 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED DRILLA 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) SIMPSON HSS2 STUD SHOES, TYP U.N.O. 4. METAL STUD SUBSTITUTION 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" NOT. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, 140 MPH OR GREATER IS CONSIDERED TO BE IN THE THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG ENGINEERED LUMBER -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VERT. REINF. IN EA. CELL, CONT. PER PLAN. VALUES AS FOLLOWS: 7. OVERHANGING CMU WALL COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Ib/in2 U.N.O. E = 2,000,000 Win' U.N.O. CELLS PER PLAN. Fb = 2500 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES Fb = 3000 IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Ft = 1500 Ft = 1700 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Fc 11= 3000 Fc 11= 3000 STRUCTURAL STEEL Fc j = 900 Fc j = 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fv = 285 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fv = 285 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CONDITION U.N.O. SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CEILING CONSTRUCTION BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. SISTANT BOARD FOR 24" O.C. FRAMING UNLESS TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL OTHERWISE SPECIFIED. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED 3/6" UNO. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 CREATED ELEV. B WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 _ 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (- 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 5/26/2015 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" 6/11/2015 (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 r4 4 aI J✓' 5 511-1 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 11.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI CREATED ELEV. C W/ OPTIONAL LANAI w/ 6 1/29/2015 TRUSSWAY TRUSSES PER TB -39 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 W/ BED ROOM PER T'B-55 (TL/JV) APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 CREATED ELEV. B W1 OPTIONAL LANAI & 10 6/11/2015 TRUSSWAY TRUSSES PER TB -38 5. A (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 11111111111 o •eesr+sosee "0�- ee Oa.. W p e Z Z N • p Q rte+ �� e•s«�eeeN••a ��®� `Z EE ('/111111'IN 1 m O C)'', Q2 0 m Z W Z O w z Zw 06 C; M0 J z o Im <95V U) U) C, O <<E IX6 FL J Z O� O I- o W Lj rj 54Q 11 � V � IF- Zy0 0 J cti V LIT �W0 W W IM 00LL LL1 QZ Q= 0 H�IH 12 STRUCTURAL ENG: CFG / BED DRAFTING: A STRUCT: JRH QC CHECK: CC JOB No TM - 2152191- -- pp+, SCALE: AS INDICATED DATE: 05/09/2016 S1 30' lo 2 STORY FOOTING FOUNDATION NOTES: 14'-0" 14'-8" W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— LAPPED MIN, 6" AND SEALED. Q ■ ■ � 2, .PROVIDE 3-112" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 2 ■ %■ PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR 2 -� I F08 = I 2 EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). tz SD1 a 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM F08 -4" FIN. FLR S 08 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 0 00 SDI Co Q LAP SPLICES SHALL BE NO LESS THAN 25". co m 13'-10" zo 60 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. z A/C PAD MF01 MF11 SD1 I SD1 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. ■ ■ 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 00 _ CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE V iv THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W c� USE ALTERNATE APPROVED METHOD. NOTE: EXTEND ■ 0 FOOTING UNDER SGD. ( 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY & ADD (1) #5 BAR COMMUNITY & COUNTY CODES. CONTINUOUS I 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL INTEGRATE INTO SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ■ I MAIN CMU I ■ AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ® I I ■ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. w 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED MFO1 DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO SD1 DETERMINE STEP LOCATIONS IF REQUIRED F06 I I ■ 111111111 / // 11. SEE TYPICAL DETAIL ON LINTEL PLAN. FOR REQUIRED STEEL BENDS SD1 I AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD v��RI �,,�/� W d FOOTING STEP DOWN AND CORNER INFORMATION. @6�®°•j°•••••°•�7�iti d N MF01 I 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN:IGNITIO CE °• eaLU I I -2 3'-6 ■ SHALL BE ELEVATED A MIN OF 18". CONTRACTOR PROVIDE SU „� N® ;:=v Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTCTION"mob*� jr:L=L U --�., 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ' O 0: � C14COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS °• G1/: Q az q Q N ( ■ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE J+•• 4*; ti -4.q �` PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL s'y'•O•!!"'�,� �e�� WO O 0'-0" FIN. FLR I CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO !/�� PR �,�� -I � Z I FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. `////11111111! SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, q ■ ZCOMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS = j q _h"' LL O F03 I I I I 0 DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). M ■ SD1 I 31/7THICKCONC. SLAB W/ 6X6W/1.4XW/1.4 O THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS O I W.W.F, OVER 6 MIL VAPOR BARRIER OVER I u- BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v~i _ I COMPACTED FILL, M PSF. '�/ N F06 I 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO ° r(. -4"T SD1 V DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0C/r. Cl) MF07 _ N STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND "Vv FOOTING N SD1 ( I FOOTING SIZES PENDING DEPTH OF STEMWALL. PO a r O ■ FOOTING SCHEDULE o — ;� zo 60 1 12 x12 x12 d w/ #5 s 6 O.C. EA. WAY MIN 2 # 5 E.W. U Ito p O -� jam- 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W.to �0" o� ■ ( I 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. MF 01 T I 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. SD1 / ` / 6°I �`�2.6 32"x32"x12" dp w/ #5's @ 6" Q.C. EA. WAY MIN (6) # 5 E.W. z - O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. C . 0 cn 31z8� 04 Lu (L 7 N 4" FIN. FLR ■ 3.5 42 x42 x12 dp w/ #5's @ 6 z O.C. EA. WAY MIN (7) # 5 E.W. 0 W z M W �3 SD1 Qgala� d► 00 x N Q��. 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. O O Z 0 o Z 1 'FLR Q c�' O _ 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < (n 0 �, -4" FIN v7 o 4.5 co PAVERS 2.6 04 Q 0 Q �a 0 ii) I <\/60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. z U �/j 3 � 5'-0" T-8"( I ~ N �NN ■ b W J Z� N ■ 3'-4� 2-1�� 2'-958�� 3•_538�� 2 STORY FOOTING 1— O LL �� 3 I SYMBOLS LEGEND cn N MF02 N ■ I SD1 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 0o I ■ TO TIE BEAM. F02 I INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.q Q Zoo -- -- 0_j.j L_ — - - —I I cn U _ W F13 0 F O MDOI SD1 MD01 �' 1:/) SD2 SD2Uj 0=Z 7'-10" 2'-8" 16'-0" 2'-8" LL V J Z 10 .. 2 STORY FOOTING 21'-4" ol S Q Q = Q H 30'-0" ol STRUCTURAL ENG: CFG / BED ro DRAFTING. q-STRUCT: JRH QC CHECK: CC JOB No. TM - 2152191 0 R D) SCALE: AS INDICATED O, ' DATE: 05/09/2016 FOUNDATION PLAN #16-1458 1/4"=1 1-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. '-4" V 13'-4" �o N R SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 8'-0" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. - --- -- - m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z O I— U W 0 (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF (1) CONT. #5 FROM COLUMN TIE BEAM TO FOOTING W MASONRY WALL (1) #5 @TOP, REINFORCING PER BOTTOM & 41 PLAN(TYP). e��y111111/�� MID -HEIGHT OF ,�� ,,k �� w d V COLUMNLL ��+,......� ��s� o_ ie C14 �V W FILLED CELL 4 ~ cc _j U ® J o `J�.� �- PLAN VIEW SECTION VIEW MASONRY COLUMN M D 10 T � E � N 3/4"=1'-0" U ao C CO3a Z o — ° aCU O U ami O z of . a 812-29gH O J NN~Z a w ZO a<k W E v W6 r53 W a J O O �- Q 0 I— a UJIW V/ WOO LUJ 0 c� V W 0 W 0 � 2 V) W W W M Qa= 0 F- CL STRUCTURAL ENG CFG / BED DRAFTING - - A -STRUCT: JRH QC CHECK: CC w\LG71/v� JOB No TM - 2152191 — ANr-ORD SCALE: AS INDICATED j DATE: 05/09/2016 DOWEL LAYOUT PLAN - 1 1/4"=11-011 1 6- 1 4 5 8 S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 9 Y WALL LEGEND = 9'-4" T.O.M. = 11'-0" T.O.M. = 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. pr o 0 0 0 0 0 0 o Qpm iz CL W J01 J01 () W J02 J02 S10 Jo3 PS03 S02 J03 SD5 SD4 SIMSD6 1 . - - R01 > ILLI C01• • ■ 1 777" F01 r -------------I VIII HUC48 HEADER TO C.M.U. W/ •,R...; tt.s W o F01 (6)10d NAILS & (14) Y" x 2 3 /" ."tat• ! N TAPCONS .:' y ®a'•� W v Z �V D o = 6 F01■ I I ■ • Fe''"��a Q BW1 •••"Mnoo••'•• `ems °fill In r°°°° �' _j ILLA F01 0 c.� F01 ■ 0 A F01 A M 1pf0 M C F02 ■ � �`�'�.� a o J z F05 0 0 F0ca 3 0 F03 U F03 0 BW1 lV l 05 Ica I F03 A v� --- BW1 IF05 F06 � Z L --JL— - F03 S11 A F07 J MV� Fob ot�SD5) IM F09 SD5 z 0 0— H N r- c� g� (j)a =aS gg // z W c X ..... �2� o z0 < r G V W is F 11 � W ■ �--FL LL F12 H S10 A BW1 SD5 CO2 W F F15 F16 D03 W SD2 9 S1 SD6 SD6 Bw2 Roe SD6 R02 C 5 19 C SD6 R04 U U- U- F15 ILJJ ■ U SD6 R05 O 2x6 #2 SYP CONT. LEDGER TO ® R07 Q �j S1 F15 COMBO TRUSS UNDER 2ND FL. r 11 SD5 SD6 WALL W/ (2)16d NAILS @ 4" O.C. V t R07 e � z J � 1 1 V U R23 W Q J18 18 W m Ll o0� J17 J17 � LLJ Q Q = 16 � J16 a STRUCTURAL ENG: CFG / BED �h m ti ao rn rn rn rn o) oo P, to '01 DRAFTING: -STRUCT: JRH wil.Dll�� QC CHECK: CC JOB No TM - 2152191 .tix�.` SCALE: AS INDICATED FIRST FLOOR FRAMING P l c` DATE: 05/09/2016 1/4"=1 1-011 wr NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 in in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014. The Information containedp p y Y p Y BEARING WOOD WALL SCHEDULE TAG STUD SPACING CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. PLATE BW4 12.. (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2"THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: AIBU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 61" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING El5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. 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 AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. WOMMMMMOMA HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP Wl2' FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O - 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: AIBU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 61" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING El5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 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. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. S O 7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O - 0 - 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 @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: AIBU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: AIBU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 61" 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 GENERAL DIAMETER/ LENGTH NAI L VALUES 8d .131" x 22' 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" 1 ❑ META20 w/(7) 10d x 12' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (!)ply 1985 (1)ply 1985 82x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 3 ❑ H10A w/(18)10d x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 1z' NAILS H10A-2 1070 H10A-2 1245 a HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS El5 (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 & 61 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 IflMGT 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"x2j" 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 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" 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 833pif 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $ " EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22' NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 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 GIRDER TO COL./ BEAJ 9100 4095 23 - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS O TO POST: SIMP. HTS20 OR LSTA18 W TO BEAM: SIMP. HUC48 w/(14)16d NAILS Z Z (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS 82x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (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 B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2j" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 85.25x16 (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 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR T'O CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSSLAY TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FO (IEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE'' HEQR PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND W Q 0 W a04 � !Va� :••e•••o•••vyAlr 'j w O ,••W C •• .•� io Z Z ,;.• 0 Q Q Ix a Q :..RC1 Vii! 0•h� 0 `• •• ` O �fill BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE, ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED U O ; 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 4�x THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. 0. BUILDER NOTE: • I p IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE" z° rn TRUSS MANUFACTURERS LAYOUT o 0 0 ----STOP--- caw AND CALL THE ENGINEER OF RECORD PRIOR TO o� PLACEMENT OF ANY TRUSSES z$c� NAILING SCHEDULE: Z " ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND n/ 12" O.C. INFIELD. SHHATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. O Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. V GABLE ENDS: U W •- n ALL SHEATHING TO BE MIN. 15132" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. W 0 do M AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 1 06 Q Z U) EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. �, ZU' U 6 -e � Z Z z OF� Z0F EXTERIOR WALLS: a O J- z -Ps SEE WF10/SD4 FOR MORE INFO. r�1� 0 F g NAILS: a �-/ ZO ? �18F5 �...' `j E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. W U ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK,II Q �' HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE W H EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY a J - r Z 0 � U-1 O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, _ q::� STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL H BE IN ACCORDANCE WITH ASTM A 153. O APA SHEATHING NOTE: ;h4 W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED g Z Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. E O a ui z 0 0 J CID U W 0 IW m o�LL -_ Z � QaZ p H �- STRUCTURAL ENG: CFG / BED - - ---- - _ DRAFTING: A STRUCT JRH QC CHECK: CC JOB No TM - 2152191 NOTES & CONNECTOR LEGENDS DATE: AS INDICATED 05/09/2016 \LUI/yGi 1/4"=1 -011 # I b 4a8 S4.1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ADD STRAPS TO EA. SIDE OF WALL SO SD5 y I- co 0)0 CDO O 0 0 O O O O O J07 J08 J09 A R09 R10 R11 R12 R13 R13 R13 R13 R13 R13 R12 R11 R10 R14 0�-R16 R15 R16 R17 R21 J14 00 rl- roti ML 0Wp U) LO L .d 07 aa= o LU m = Z STRUCTURAL ENG: CFG / BED ---- ------ ----- ---------------- �t1,; 1 A -STRUCT QC CHECK JRH CC ROOF FRAMING P JOB No SCALE TM - 2152191 AS INDICATED 1 DATE: 05/09/2016 1/4"= 1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The Information contained In this docup p y Y o 0Wp U) LO L .d 07 aa= o LU m = Z 07 08 09 F SO SD5 109 108 107 STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) Q 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ~ U W EXTERIOR FRAME WALL o SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING -- - . - -- — INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX W 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX ` ��' *�� /� W AW 10'-0" 2x4 SPF #1/#2 16" O.,z 12" O.C. M'� �•e LL '•;�/�, EXTERIOR FRAME WALL NOTES CV O• - � z z W, W --; —j = ,r•a �j 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED "�� ® Q cc, S� :3 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. ee ,o d: . � e.Yi..• v - < 2. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2 PLYWOOD OR 7/16 •° G� v®� O STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ �i'P `+ �� _� U - TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL►!1111110° OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED A @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF, SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED ami MIN. SPF #11#2 @ 6' OI C U.N.O. ON FRAMING PLANS TH 2x6 STUDS OR LARGER, UDS ARE TO BE 0,0 0 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCOcon4 °.r z FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 0 0 co ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B z � a c.� Z Z F �rZs* W�, o opt r, 0 aZ(n�� Z Z QF=0 (nN�z^ G� V og O < Z zSFAW05 bW is LL Q jaw Wz � C� J Z Oes �O o O con o W ON +J 'Q 0 -J LULL! 0Wp U OJ Z aa= o LU m = Z U OJ Z aa= o STRUCTURAL ENG: CFG / BED ---- ------ ----- ---------------- �t1,; A -STRUCT QC CHECK JRH CC ROOF FRAMING P JOB No SCALE TM - 2152191 AS INDICATED DATE: 05/09/2016 1/4"= 1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The Information contained In this docup p y Y CONTRACTOR TO ° AT CORNERS PRECAST "U" METAL LATH OR BEND 0 f ,.. . VERIFY THE GROUT BEND 0 PROVIDE LINTEL W/ 3000 WIRE SCREEN -SHEAR WALL AT OPENING IS LEVEL WITH TOP TYPI STANDARD #5 psi CONC. PER FLINTEL 81, OVER COURSES a 4 1 . LINTEL PER PLAN OF BLOCK FOR a HOOK BAR. LAP PLAN. IF 91/4 NOT REQ'D TO #4 21/2 PROPER TRUSS/ 91/2 OTHER BARS INTO REBAR IS °.;;. BE FILLED. ° #5 FLOOR SYSTEM 7 CORNER AS REQ'D INDICATED IN 33/4 (SHEET METAL & 151/2 30 BEARING (MIN 3") 33/4 81/16 14 FRAME INFILL AROU LINTEL, #5 TO BE `. . PAPER FELT #7 10" HOOK ' 16 1/2 35 ' 913/16 213/4 HOOKED INTO PROHIBITED) WINDOW BY BUILDER SEE WF01/SD3 FOR / \ PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D SIDE VERTICALS ' q ON EITHER SIDE U.N.O. w �'.'° °w 'ae ° tee'. q: ° Q ° .. ,r te° a ..e (2) 2X8 WOOD HEADER ' •° '- • : ' TURNED SIDEWAYS. W FIRST PLY 2X8 TO °'d e .A°.' MASONRY WALL W/ ° q •'• SIMPSON HUS26 HANGIER @ EA. END. W/ (6) 3/16" Ox O 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 4 °a A .e ° e � e 1q ° IFW 1/2" NAILS INTO HEADER. �' ° I a I' e d Q J u_ z 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. s q ° e •. Z 1h �e I I<. 1 q. W Q • e e ° qO.- d•L.I ' ROUGH OPENING PER PLAN e — q ' , 0' w a e ° q °., .I tl• 3: �I °• TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR --- 8"x8"x16"CMU U.N.O TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" ° SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 f ,.. . LAP SPLICE BEND 0 LENGTH LAP SPLICE -SHEAR WALL AT OPENING "D„ TYPI AL SHEAR WA L SEGMENToil 81, #3 a 4 1 . LINTEL PER PLAN a . 4'i/4 91/4 #4 21/2 5 5/8 91/2 20 3 °.;;. • .' ° #5 31/8 7 113/4 25 33/4 7 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR --- 8"x8"x16"CMU U.N.O TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 f ,.. . LAP SPLICE BEND 0 LENGTH LAP SPLICE -SHEAR WALL AT OPENING "D„ TYPI AL SHEAR WA L SEGMENToil 81, #3 1"7/8 4 1 . LINTEL PER PLAN 2,1/4 4'i/4 91/4 #4 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR --- 8"x8"x16"CMU U.N.O TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 f ,.. . LAP SPLICE BEND 0 LENGTH LAP SPLICE 117 " "D„ 81, #3 1"7/8 4 1 . LINTEL PER PLAN 2,1/4 4'i/4 91/4 #4 21/2 5 5/8 91/2 20 3 °.;;. • .' TRANSOM OPENING #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 FRAME INFILL AROU 41/2 81/16 . 36 #7 43/8 ' 16 1/2 35 ' 913/16 213/4 SEE FOUNDATION WINDOW BY BUILDER SEE WF01/SD3 FOR / \ PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D MORE INFO ON EITHER SIDE U.N.O. ' (2) 2X8 WOOD HEADER ' '- • : ' TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ DOOR OPENING •'• SIMPSON HUS26 HANGIER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 117 " "D„ 81, #3 1"7/8 4'B/ 4 2,1/4 4'i/4 91/4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN, CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS w STANDARD uNTELsSTANDARD LINTEL NOTES o :,LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-113/81=32-013 V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 3'4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 4- LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS CL 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS () 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Q 11'-2" 255 471/352 1075/1075 1838 /1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'4" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 199710 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142 /0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL Lu 20'-0" 0 180/0 598/0 1024/0 1441/02. IY_ fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 1 981 /0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CN.U) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL �e '( l' /� CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB �� Bio 0 o 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE •,.•• ••••• ��i� - 04 se 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. :�y A 1y�ti� _W o 3'-0" 1230/1230 2769/2769 4085/4085 ; • Z h Ci "" rY Z Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE w `t V.©: =� a, • 4'-4" 846/833 2121/1716 3127/2839 J 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / " ® :• �.• �� Q MARK U = UNFILLED R = RECESSED •• �`"• 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS ±t ...•••• 5 �� Q QUANTITY OF #5 REBAR �' � •••• �o ea 71-411 480/322 1334/1334 1964/1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY Q� J LL 8 -4 415/235 1152/1152 1694/1552 8F16-1B/1T '' � � " 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8F8 -16/1T �—QUANTITY OF #5 REBAR AT TOP caa 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. OC 8RF14-1B/1T NOMINAL HEIGHTr`� OI c 8F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION a' Ile13-4 0 8RF14-OB/1T m O 8F16-0B/1T 1-1/2" CLEAR uo Z o 0 8F20-1B/1T _j CD z . Q 00 O � z #5 REBAR AT TOP MIN. (1) REQ'D o 0 0 z° " 8F20-0B/1T U � <C Z .`° C.M.U. 2 O 8RF22-16/1T g GROUT + LO - z #5 REBAR AT BOTTOM OF LINTEL 1° U ` O 8F24-1B/1T `- '" (0CAVITY v� 0 8RF22-0B/1T�I` BOTTOM REINFORCING PROVIDED 0' O 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24 -013/1T 8" NOMINAL WIDTH 0FILLED a 8RF30-1 B/1 T v, O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T Q 0 _U#5R,EBAI AT TOP MIN. (1) REQ'D Z s 8F32 -OB/1T Q Q V - z � :1 r, O 8F38 -1 B/1 T o W a g LOO (ri q z 0 Qzrn 8F12-1B/1T `- O8F40 -OB/1T REINFORCING PROVIDED o J Z S x EA 7-5/8" ACTUAL IN LINTEL (VARIES) z N 901 Uw 8F8 -0B/1T 8 NOMINAL WIDTH o = Q r - Ox UNFILLED z 0 X a W O <<wi ` SAFE LOAD TABLE NOTES 1-- Q j will W Z 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED a Z w LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL " j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. � 2. 0 = NOT RATED. ren I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. c W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U) ADDIONAL REINFORCED MASONPY ABOVE THE PRECAST LINTEL. S 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Lj 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 � a 1 c �° L �W0 LINTEL PLAN 21-0 cr) w I �wm V � W U �ZD _ • O H .� H .e ory d° #3=2%z' e. a #4 = 2 %z' _ _ STRUCTURAL ENG CFG /BED a - 06 #7-3/2 A DRA G• STRUCT: JRH e' a QC CHECK: CC a .. 4+ SAID. JOB No. TM - 2152191 . d e.:' LAP SPLICE EMBEDDED STANDARD 90e HOOK STANDARD 180° HOOK SCALE: AS INDICATED DATE: 05/09/2016 X58 4'DO8 REBAR SPLICE DETAIL SCALE: 3/4" = 1'_0.. 5 n i o ri hted and is the exclusive ro ert of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES, INC. An use, du lication, or transfer of these documents without the ex ressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strict) rohibited. COPYRIGHT MCD 2014: The Information contained In this docume t s c py g p p y Y p p Y p 16-0" L 19 9 W Q O 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY >; BE 20" WIDE W LL' fi NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN fiF0 FOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0" - 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �`��, * iii! OPT. MASONRY CURB .a � ``i. +e••ee•�eeee♦e••��i��''_ � � � • W ® LL, i " Z Z @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D "" "° f\ 0 Q o Q CONT. BAR,:. W T RY LOCATIONS TEEL AT 2 STORY LOCATIONS W STEEL AT 2 S OS N W p' ...! = w�i U SLOPED GROUT TO ,., a �° C *QQAM o == Q DRAIN OPTIONAL CURB BY z BUILDER ANOTHER STERE P CONC. SLAB PER 8"x12" THICKENED CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8 a FOUNDATION PLAN w/ 3" COVER TYP. a p' GRADE Ia•. ` _ W °° ';°. as e. a° En =1 I I -I I DI I I -_I __ = r Z r -� -. - -a- 00 I I—I I I—I I I—°` I—_° '_°" •a' — ° _ AG ad .. • I I I I I Ili—I�I_.I�I—ISI—ISI �IO ,— — II; � a .a .;;' ' ' '° �.d' �I ISI I —p" 0o I 4"— (—_--- ( II;I�ID�IDII—� I—II �W a_.�:._.�,_� I I—_I W d� q' �� Mr d �� d III—III-1I I— a (� -- I- ° j I—_ — 11 II ( — (2) #5 CONT. w/ 3" O K=1 16"MI N. — COVER TYP. 1'-4" --- (2) #5 BARS CONT. - (2) #5 CONT. w, 3' L-._ 7-1_— — W/ 3" COVER TYP. ih COVER TYP. -111— (2) #5 BENT BARS w/ WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION — �- TOP COURSE TO BE! GARAGE CHAIR BLOCKS. _______� ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE dd ° a. a ° .... ' I a d I o DRIVEWAY BY SEE FOUNDATION FOR BUILDER- CONCRETE PAD SIZE d' 4 M-- OR PAVERS I' w o!. a w CONC. SLAB OR d • j W .. ,.. qp Uj PAVERS PER PLAN ° I ' a° aa.I .. U) 00 --- CLEAN COMPACTEDa d ° FILL @ 95% STANDARD a 1'4 �) III I I I D I I I I— DENSITY 8" x 8" THICKENED -I I = ° d ..�, J a g 3" COVER TYP_ EDGE w/ (1) #5 CONT. CLEAN COMPACTED 4 d FILL @ 95% STANDARD DENSITY 6 F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" NOT USED MASONRY SEE PLAN WALL ' h. ' 7 n/ a CONC. SLAB PER I "a., Q o® a q d •. (1) #5 FROM FTG: TO �� - SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" ��011111�lFl� #5 CONT. PER MFG SPLICE GROUT CELL P a i fa' REINFORCEMENT SEE ` . A. SOLID PER PLANS c5 a �dI d a I FOUNDATION PLAN VAA. FOR QUANTITY I U U MM�'mo� Mid''" 'MEM 4 —W THRESHOLD PER MFG � I or Now mon imme .+. -1, ° #5 x 25" x 25" CORNER ,. < d .°. ,. a 4 °4 �q Q co 4 BAR, ONE FOR EA. _ _ - _ ° — — `� l.+ c`ry 4. ,a a o I HORIZONTAL v I —I h .� d _ —1 � j CD 1 CONC. SLAB PER (= I — °� ° q a 'd REBAR, TYP. U.N.O. ° FOUNDATION PLAN _ I— � p Q M awn �� e—a� — ! e M i—I (� P:Y C ., 0 (2) #5 BARS CONT. I —I I 1=III=III III— I o . da ° :.+ TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" I / 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION °. 4 d �. 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE _ CONC. SLAB PER "M.U.INISH PER PENETRATION FOUNDATION PLAN FINISH FLOOR ELEV. U �I - Z •I� ° a �, a. — I=I 1 PENETRATING FINISH FLOOR o0 g D I -- °' d 4 D I—D PIPE PENETRATING PIPE- sa *... a.. GRADE ° SEE FDN. I I= 4 I PLAN FOR LOOP TIE (TYP.) I ° •° - = I I SIZE & REINF. = I = I = I= I = I =I I = PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" ;I -- PVC SLEEVE MIN. — —I I— = FOOTING PER PLAN - z ` I _— — — = I=I I (= I —I I CENTERED AT PIPE i— in - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -III=III—III-I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLANFILL I I I I II I I-1= I -I E FDN P THAN THE SIDE VIEW DENSITY /o STANDARD _III_ SEFOR SIZE N —I PENETRATING PIPE ( ) (I I _ _ _ °'. ° PVC SLEEVE I I ' _ - — � = - (FRONT VIEW) PIPE VERTICAL THRU FDN �— D ° 4 4 I 11 I i ° °a TYPICAL FOUNDATION PENETRATIONS vI I I=1(�DI I IDI I 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expres" SLOPE W/ 3" COVER TYP.; @ 1'4" • . '° "•' 2 -STORY CONDITION` PERM G (3) #5 BARS w/ 20" p' U SLOPE EXT. SURFACE WIDE FOOTING I OR GRADE 1/4" PER z FOOT AWAY FROM CLEAN COMPACTED BUILDING FILL @ 95%STANDARD O ELASTOMERIC JOINT DENSITY FILLER AF1 EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=V-0" 3/4"=1'-0" r /'1 � V �J � J z 011 1— W �8 W � e 1 �n Z H 0 0 o W Q F— I— z 0 a WO o V =//� - V! o Q VI� 11 Zoo 0 _j � V � 0 W 0 1 2U)R rwo W IM �- o0W Z � QQ= STRUCTURAL ENG: CFG / BED DRAFTING. �-STRUCT: JRH -- - ---- ,l DING QC CHECK CC SANFORD RD � JOB No. TM - 2152191 <` SCALE AS INDICATED " DATE: 05/09/2016 NOT USED 16-1458 SD1 ;ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. IF BRG. WALL ABOVE- (1) #5 FROM FTG. TO 2x BRG WALL PER (1) #5 FROM FTG. TO 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 6" TIE BEAM SPLICE TO a I'� TIE BEAM SPLICE TO SO GYP FINISH IS PLAN AND BEARING BE MIN. 25" GROUT BE MIN. 25" GROUT CELL SOLID WALL SCHEDULE CELL SOLID �I REQ'D MASONRY WALL ° I MASONRY WALL °II SEE PLAN'l SEE PLAN MIN 4" CONCRETE SLAB PER CONCRETE SLAB PER LU CONC. SLAB PER FOUNDATION PLAN _ 7'I. FOUNDATION PLAN ] - B i II° VARIES a.. 7 od 011-1/2" COVER TYP. CONC. SLAB PER 2 1/4" ° AA SEE PLAN ° ° I. — d •°a W m q1 '.q° °a I'°' oo GRADE — •d° .I'a00 I ° a I.° GRADE 0 (n z i� W CONC. SLAB PER ..Id 00 —h a7 CONCRETE SLAB PER 4° U) 11-114 FOUNDATION PLAN Lu FOUNDATION PLAN °° I ° I I—I IM °° 1 2x PT SILL PLATE 2x P.T. SILL PLATE I I I I I =IIIMOM `' '° (2) #5 BARS CONT. I I I I —I I — I (2) #5 BARS CONT. I I I — CLEAN L COMPACTED W/ 3" COVER TYP. 3�' COVER ' CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY V-4" DENSITY 11 e V-4" 11 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS 45° SHALL BE 1'4" WIDE w/(3) #5 BARS ,° ° �. . 4 1=0 TYPICAL EXTERIOR FOOTING AFO*�'TYPICAL GARAGE CURB FOOTING -I I I=1 FI W Q O 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY >; BE 20" WIDE W LL' fi NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN fiF0 FOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0" - 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �`��, * iii! OPT. MASONRY CURB .a � ``i. +e••ee•�eeee♦e••��i��''_ � � � • W ® LL, i " Z Z @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D "" "° f\ 0 Q o Q CONT. BAR,:. W T RY LOCATIONS TEEL AT 2 STORY LOCATIONS W STEEL AT 2 S OS N W p' ...! = w�i U SLOPED GROUT TO ,., a �° C *QQAM o == Q DRAIN OPTIONAL CURB BY z BUILDER ANOTHER STERE P CONC. SLAB PER 8"x12" THICKENED CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8 a FOUNDATION PLAN w/ 3" COVER TYP. a p' GRADE Ia•. ` _ W °° ';°. as e. a° En =1 I I -I I DI I I -_I __ = r Z r -� -. - -a- 00 I I—I I I—I I I—°` I—_° '_°" •a' — ° _ AG ad .. • I I I I I Ili—I�I_.I�I—ISI—ISI �IO ,— — II; � a .a .;;' ' ' '° �.d' �I ISI I —p" 0o I 4"— (—_--- ( II;I�ID�IDII—� I—II �W a_.�:._.�,_� I I—_I W d� q' �� Mr d �� d III—III-1I I— a (� -- I- ° j I—_ — 11 II ( — (2) #5 CONT. w/ 3" O K=1 16"MI N. — COVER TYP. 1'-4" --- (2) #5 BARS CONT. - (2) #5 CONT. w, 3' L-._ 7-1_— — W/ 3" COVER TYP. ih COVER TYP. -111— (2) #5 BENT BARS w/ WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION — �- TOP COURSE TO BE! GARAGE CHAIR BLOCKS. _______� ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE dd ° a. a ° .... ' I a d I o DRIVEWAY BY SEE FOUNDATION FOR BUILDER- CONCRETE PAD SIZE d' 4 M-- OR PAVERS I' w o!. a w CONC. SLAB OR d • j W .. ,.. qp Uj PAVERS PER PLAN ° I ' a° aa.I .. U) 00 --- CLEAN COMPACTEDa d ° FILL @ 95% STANDARD a 1'4 �) III I I I D I I I I— DENSITY 8" x 8" THICKENED -I I = ° d ..�, J a g 3" COVER TYP_ EDGE w/ (1) #5 CONT. CLEAN COMPACTED 4 d FILL @ 95% STANDARD DENSITY 6 F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" NOT USED MASONRY SEE PLAN WALL ' h. ' 7 n/ a CONC. SLAB PER I "a., Q o® a q d •. (1) #5 FROM FTG: TO �� - SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" ��011111�lFl� #5 CONT. PER MFG SPLICE GROUT CELL P a i fa' REINFORCEMENT SEE ` . A. SOLID PER PLANS c5 a �dI d a I FOUNDATION PLAN VAA. FOR QUANTITY I U U MM�'mo� Mid''" 'MEM 4 —W THRESHOLD PER MFG � I or Now mon imme .+. -1, ° #5 x 25" x 25" CORNER ,. < d .°. ,. a 4 °4 �q Q co 4 BAR, ONE FOR EA. _ _ - _ ° — — `� l.+ c`ry 4. ,a a o I HORIZONTAL v I —I h .� d _ —1 � j CD 1 CONC. SLAB PER (= I — °� ° q a 'd REBAR, TYP. U.N.O. ° FOUNDATION PLAN _ I— � p Q M awn �� e—a� — ! e M i—I (� P:Y C ., 0 (2) #5 BARS CONT. I —I I 1=III=III III— I o . da ° :.+ TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" I / 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION °. 4 d �. 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE _ CONC. SLAB PER "M.U.INISH PER PENETRATION FOUNDATION PLAN FINISH FLOOR ELEV. U �I - Z •I� ° a �, a. — I=I 1 PENETRATING FINISH FLOOR o0 g D I -- °' d 4 D I—D PIPE PENETRATING PIPE- sa *... a.. GRADE ° SEE FDN. I I= 4 I PLAN FOR LOOP TIE (TYP.) I ° •° - = I I SIZE & REINF. = I = I = I= I = I =I I = PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" ;I -- PVC SLEEVE MIN. — —I I— = FOOTING PER PLAN - z ` I _— — — = I=I I (= I —I I CENTERED AT PIPE i— in - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -III=III—III-I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLANFILL I I I I II I I-1= I -I E FDN P THAN THE SIDE VIEW DENSITY /o STANDARD _III_ SEFOR SIZE N —I PENETRATING PIPE ( ) (I I _ _ _ °'. ° PVC SLEEVE I I ' _ - — � = - (FRONT VIEW) PIPE VERTICAL THRU FDN �— D ° 4 4 I 11 I i ° °a TYPICAL FOUNDATION PENETRATIONS vI I I=1(�DI I IDI I 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expres" SLOPE W/ 3" COVER TYP.; @ 1'4" • . '° "•' 2 -STORY CONDITION` PERM G (3) #5 BARS w/ 20" p' U SLOPE EXT. SURFACE WIDE FOOTING I OR GRADE 1/4" PER z FOOT AWAY FROM CLEAN COMPACTED BUILDING FILL @ 95%STANDARD O ELASTOMERIC JOINT DENSITY FILLER AF1 EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=V-0" 3/4"=1'-0" r /'1 � V �J � J z 011 1— W �8 W � e 1 �n Z H 0 0 o W Q F— I— z 0 a WO o V =//� - V! o Q VI� 11 Zoo 0 _j � V � 0 W 0 1 2U)R rwo W IM �- o0W Z � QQ= STRUCTURAL ENG: CFG / BED DRAFTING. �-STRUCT: JRH -- - ---- ,l DING QC CHECK CC SANFORD RD � JOB No. TM - 2152191 <` SCALE AS INDICATED " DATE: 05/09/2016 NOT USED 16-1458 SD1 ;ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW MIN 4" CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" i FOUNDATION PLAN COVER TYP. od 011-1/2" COVER TYP. CONC. SLAB PER 2 1/4" 1 FOUNDATION PLAN CONC. SLAB PER CONCRETE SLAB PER U) FOUNDATION PLAN FOUNDATION PLAN w g z 2x PT SILL PLATE 2x P.T. SILL PLATE CL a W1-4 ad e 45° _ ,° ° �. . 4 ° d . ° ° I I—I I— I -I I I=1 — o —I o A ° e, ° _ — — �. I—°KrL�� Pf-- I I I—I I I4. ; 11 Ll j l l i;, — 16" 8" 8" CLEAN COMPACTED 1 01 Uj p (2) #5 BARS CONT. w/ 3 " CLEAN COMPACTED 10 (2) #5 BARS CONT. w/ 3 CLEAN COMPACTED FILL @ 95% STANDARD V - COVER TYP.; AT g" 8" FILL 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO W Q O 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY >; BE 20" WIDE W LL' fi NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN fiF0 FOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0" - 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �`��, * iii! OPT. MASONRY CURB .a � ``i. +e••ee•�eeee♦e••��i��''_ � � � • W ® LL, i " Z Z @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D "" "° f\ 0 Q o Q CONT. BAR,:. W T RY LOCATIONS TEEL AT 2 STORY LOCATIONS W STEEL AT 2 S OS N W p' ...! = w�i U SLOPED GROUT TO ,., a �° C *QQAM o == Q DRAIN OPTIONAL CURB BY z BUILDER ANOTHER STERE P CONC. SLAB PER 8"x12" THICKENED CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8 a FOUNDATION PLAN w/ 3" COVER TYP. a p' GRADE Ia•. ` _ W °° ';°. as e. a° En =1 I I -I I DI I I -_I __ = r Z r -� -. - -a- 00 I I—I I I—I I I—°` I—_° '_°" •a' — ° _ AG ad .. • I I I I I Ili—I�I_.I�I—ISI—ISI �IO ,— — II; � a .a .;;' ' ' '° �.d' �I ISI I —p" 0o I 4"— (—_--- ( II;I�ID�IDII—� I—II �W a_.�:._.�,_� I I—_I W d� q' �� Mr d �� d III—III-1I I— a (� -- I- ° j I—_ — 11 II ( — (2) #5 CONT. w/ 3" O K=1 16"MI N. — COVER TYP. 1'-4" --- (2) #5 BARS CONT. - (2) #5 CONT. w, 3' L-._ 7-1_— — W/ 3" COVER TYP. ih COVER TYP. -111— (2) #5 BENT BARS w/ WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION — �- TOP COURSE TO BE! GARAGE CHAIR BLOCKS. _______� ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE dd ° a. a ° .... ' I a d I o DRIVEWAY BY SEE FOUNDATION FOR BUILDER- CONCRETE PAD SIZE d' 4 M-- OR PAVERS I' w o!. a w CONC. SLAB OR d • j W .. ,.. qp Uj PAVERS PER PLAN ° I ' a° aa.I .. U) 00 --- CLEAN COMPACTEDa d ° FILL @ 95% STANDARD a 1'4 �) III I I I D I I I I— DENSITY 8" x 8" THICKENED -I I = ° d ..�, J a g 3" COVER TYP_ EDGE w/ (1) #5 CONT. CLEAN COMPACTED 4 d FILL @ 95% STANDARD DENSITY 6 F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" NOT USED MASONRY SEE PLAN WALL ' h. ' 7 n/ a CONC. SLAB PER I "a., Q o® a q d •. (1) #5 FROM FTG: TO �� - SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" ��011111�lFl� #5 CONT. PER MFG SPLICE GROUT CELL P a i fa' REINFORCEMENT SEE ` . A. SOLID PER PLANS c5 a �dI d a I FOUNDATION PLAN VAA. FOR QUANTITY I U U MM�'mo� Mid''" 'MEM 4 —W THRESHOLD PER MFG � I or Now mon imme .+. -1, ° #5 x 25" x 25" CORNER ,. < d .°. ,. a 4 °4 �q Q co 4 BAR, ONE FOR EA. _ _ - _ ° — — `� l.+ c`ry 4. ,a a o I HORIZONTAL v I —I h .� d _ —1 � j CD 1 CONC. SLAB PER (= I — °� ° q a 'd REBAR, TYP. U.N.O. ° FOUNDATION PLAN _ I— � p Q M awn �� e—a� — ! e M i—I (� P:Y C ., 0 (2) #5 BARS CONT. I —I I 1=III=III III— I o . da ° :.+ TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" I / 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION °. 4 d �. 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE _ CONC. SLAB PER "M.U.INISH PER PENETRATION FOUNDATION PLAN FINISH FLOOR ELEV. U �I - Z •I� ° a �, a. — I=I 1 PENETRATING FINISH FLOOR o0 g D I -- °' d 4 D I—D PIPE PENETRATING PIPE- sa *... a.. GRADE ° SEE FDN. I I= 4 I PLAN FOR LOOP TIE (TYP.) I ° •° - = I I SIZE & REINF. = I = I = I= I = I =I I = PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" ;I -- PVC SLEEVE MIN. — —I I— = FOOTING PER PLAN - z ` I _— — — = I=I I (= I —I I CENTERED AT PIPE i— in - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -III=III—III-I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLANFILL I I I I II I I-1= I -I E FDN P THAN THE SIDE VIEW DENSITY /o STANDARD _III_ SEFOR SIZE N —I PENETRATING PIPE ( ) (I I _ _ _ °'. ° PVC SLEEVE I I ' _ - — � = - (FRONT VIEW) PIPE VERTICAL THRU FDN �— D ° 4 4 I 11 I i ° °a TYPICAL FOUNDATION PENETRATIONS vI I I=1(�DI I IDI I 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expres" SLOPE W/ 3" COVER TYP.; @ 1'4" • . '° "•' 2 -STORY CONDITION` PERM G (3) #5 BARS w/ 20" p' U SLOPE EXT. SURFACE WIDE FOOTING I OR GRADE 1/4" PER z FOOT AWAY FROM CLEAN COMPACTED BUILDING FILL @ 95%STANDARD O ELASTOMERIC JOINT DENSITY FILLER AF1 EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=V-0" 3/4"=1'-0" r /'1 � V �J � J z 011 1— W �8 W � e 1 �n Z H 0 0 o W Q F— I— z 0 a WO o V =//� - V! o Q VI� 11 Zoo 0 _j � V � 0 W 0 1 2U)R rwo W IM �- o0W Z � QQ= STRUCTURAL ENG: CFG / BED DRAFTING. �-STRUCT: JRH -- - ---- ,l DING QC CHECK CC SANFORD RD � JOB No. TM - 2152191 <` SCALE AS INDICATED " DATE: 05/09/2016 NOT USED 16-1458 SD1 ;ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. n PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL U.N.O. u� SEE PLAN FOI BUCK (1) #5 VERTICAL IN FRAMING INF( " GROUT FILLED CELL (IF WALL SCHEDULE •I:.. REQ'D PER PLAN) F INFORMATION I THREADED RO 71, (HEADER CAN BE c NOTE: SEE MD08 ON SCHEDULE. ON SPF CONT. LINTEL PLAN FOR REQUIRED WH DOWNSET) ADDIT'L REBAR INFO INDICATED ON VERTICAL REINFORCEMENT DETAIL SCHEDULE. MII PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 — THIS SHEET 1/2"=V-011 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIN ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HD@32"O.C., FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0.. ADO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER BLOCKING PER BRG SEE PLAN FOI BUCK SHEATHING PER PLAN FRAMING INF( 3/8" DIA. ANCHOR TYP. TRUSS TO FRAME WALL SCHEDULE CENTERED CONNECTION PER INFORMATION I THREADED RO 5 3/8" DIA. J -BOLT W/ c> (HEADER CAN BE PLAN / BEARIN, NOTES SCHEDULE. ON SPF CONT. 16" O.C. W/ REQUIRED WH DOWNSET) .x4 3LOCKING ATTACH TO INDICATED ON GARAGE WALL FOR BEAM SIZE SCHEDULE. MII BEYOND DOOR BRACKET, EA. FROM END OF SIDE OF OPENING BLOCKING PER BRG SEE TYPICAL HEADER V SHEATHING PER PLAN FRAMING DETAILS FOR TYP. TRUSS TO FRAME WALL SCHEDULE CONNECTION PER INFORMATION I MIN. 2x4 SPF #2 KNEE 5 3/8" DIA. J -BOLT W/ c> (HEADER CAN BE NOTES r SPF CONT. 16" O.C. W/ 5-1/2" EMBED. AT EA. DOWNSET) .x4 3LOCKING ATTACH TO STRUCTURAL FRAME OUT TO BLOCK FOR BEAM SIZE STRUCTURAL DOOR BRACKET, EA. BASE PLATE SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF SIDE OF DOOR. CONNECTION PER BRG JAILS WALL TO BOTTOM OF d WALL TO BOTTOM OF PROVIDE 1-1/2" x 3/16" WALL SCHEDULE RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE THICK WASHER W/ EA. NAILING SCHEDULE ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) PT BASE PLATE 1/2"=19-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU HEADER (SEE PLAP 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 601 DORMER FRAMING DETAIL D03� BEARING/ SHEARWALL CONNECTION TO CMU (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 Z" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 I" 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. 3/4"=1'-0" SEE TYPICAL HEADER SHEATHING PER PLAN FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITONAL CONNECTION PER INFORMATION I MIN. 2x4 SPF #2 KNEE STD. CONNECTOR (HEADER CAN BE NOTES EITHER UPSET OR SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN DOWNSET) .x4 3LOCKING ATTACH TO STRUCTURAL FRAME OUT TO BLOCK FOR BEAM SIZE STRUCTURAL EDGE AS REQ'D 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 !x W/ (2) 16d TOE NAILS :ACH END 2x BUCK DETAIL 3) 16d COMMON (2) 2x PLATE JAILS (TYP.) (2) 2x TOP PLATE MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ .x4 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED 0��FOKNEEWALL 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 TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" PRE -CAST LINTEL PER W PLAN 1— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x$ 3/16" x 3" 12" O.C. 2 --- — TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, 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 O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 1 -- STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 0 - THIS CASE. E2 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0 BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" a) O.C. @ EACH SUCCESSIVE BUCK 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 TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS r ``�� 111,,1,,�►11,,//1// 04 SHEATHING PER PLAN STR RAL p„ ; w Q IA. CD w o TYP. TRUSS TO FRAME SHEATHI °• Z N O pol C Z Z CONNECTION PER TYP. TRUSS TO 0kAV �t�ig� STD. CONNECTOR CONNECTION PER� O 4 04_2Fd Q g JQ gee NOTES STD. CONNECTOR :°" Z �' p FRAME OUT TO BLOCK NOTES o++•°'G�®�® J EDGE AS REQ'D FRAME OUT TO BLOCK O "�I ®` ®�® EDGE ►O Io r.P� ��®` LL � (2) 2x TOP PLATE CXI� OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN U 0 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN � FOR BEAM SIZE (ONLY FOR BEAM SIZE OCD & 6 FROM EACH IF OPENING PROVIDED, 4r PER PLAN)41 c� MIN. 2x4 SPF #2 KNEE a o 2x PT BOTTOM WALL w/ STUDS@ 16" z�- PLATE O.C. w/ STRUCTURAL o SHEATHING FROM z c O PRECAST LINTEL OR TOP OF WALL TO o o BOTTOM OF WALL. KNOCK OUT COURSE ° � ;• ATTACHED PER NAILING SCHEDULE MASONRY WALL '.Q OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS BUILDER FRAME cz RADIUS AS REQ'D "• AT BASE ARE REQ'D O` Q® fiFO' KNEEWALL OVER MASONRY WALL KNEEWALL AT UPSET BEAM 12 SEE �.— PLAN r ------------i A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" 7 7 BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/4"=1'-0" V, ROOF SHEATHING ATTACH PER NAILING (� V SCHEDULE W 3 g r, 06 STANDARD TRUSS 0 TOP CHORD VARIES 0 Z -TRUSS WEBS NOT y ~ SHOWN FOR CLARITY J v PRE-ENG.TRUSS PER Q U PLAN, 24" O.C. MAX �/ Z 2x4 #2 SYP CROSS LL. OU BRACING (AT 45°) W/ ROOFING MATERIAL (3) 12d NAILS TO RAT PER ARCHS W W RUNS. TYP EACH SIDE SEE FRAMING PLAN a J z FOR CONNECTION CONDENSATE INFO I— W DISPOSAL BY A/C SEE ELEVATION 17 - SUPPLIER W CONNECTION TO BE TOP OF MASONRY� W SUPPLIED BY A/C o = SEE ARCH PLANS FOR COMPANY OVERHANG INFO (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID p 3/4"=1'-0" 3/4"=1'-0" Q U) 5iI r 11 A 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. � V ti a 1 CHIMNEY CAP CLEAR BE/TWEEN FLUE WINDOW PER > y aLSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN B ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY IU11N. — & FRAME Z Q 2'-0" ABOVE A POINT O J -� WITHIN 10'-0" OF THE GALVANIZED FLASHING Vi V CONT. ROOF SHEATHING NAIL PER PLAN W NEAREST ROOF PRECAST CONC. OR PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END EXT. SHEATHING D '° I , � ��'�� W'�",V (1) SPH4 EVERY ATTACHED PER C?«.a �yJ O POWERS STEEL SILL � � 1 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS O Q BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS j '', DOUBLE TOP PLATE 2 iii W BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET "0 EXT FINISH PER PLAN _ IM 2x4 VERTICAL @ 24" Z E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ 4 10d W/ GALVANIZED O V W NAILS TO BOTTOM + + FLASHING W CHORD & (3) 10d NAILS + F 2x PLATES OVER ROOF DECK PER VALLEY H A K TO TOP CHORD; NOTE .r� `. MAIN FLOOR O FRAMING DETAIL IF WALL HEIGHT IS (4) 16d COMMONS ELEV 0'-0.. DOUBLE TOP PLATE BETWEEN 4FT &BFT, B + CL NAILED @EACH END USE 2x6 SYP #2 STUDS + CONC. SLAB - ` � VERT REINF. BEYOND v t + SEE FOUNDATION GALVANIZED FLASHING - 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO _ j i-- STRUCTURAL ENG: CFG /BED aSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C III—III- DRAFTING: RAFTER �w " I 16d COMMONS END 2x4 BLOCKING W/ (2) +++ NAILED TO VERTICAL ,} 2x4 s I I= - . MASONRY WALL PER-STRUCT: JRH E 16d COMMONS END I I- PLAN COMMON TRUSS PER PLAN OR CONV. FRAMING w/ - - ---- - �J,� QC CHECK: CC STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL SEE FOUNDATION JOB No. TM - 2152191 FINISH PER ARCHSFIN G 2x4's * * DETAILS FOR FTG INFO ��iNc, `� CURVED ROOF TRUSSES PER PLAN OR CURVED SCALE. AS INDICATEDTRUSS PER PLAN _ K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED S �v, 1 1 4 0 8 DATE: 05/09!2016 OPENING IF REQ'Dfiso� NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW O Q MO CHIMNEY FRAMING DETAIL TYPICAL ONE STOR IIU WALL SECTION .. NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/41=1'-0" nq 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, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. i7Ari� BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" UP TO 4'-8" CONDITION IS REQUIRED. O.C. O.C. NOTE: ALL GABLE 7'-0" < H6 9'-4" SHEATHING NOT REQ D SHEATHING NOT REQ'D TO BE CONT. @ THE TO BE CONT. @ THE BRACING IS TO BE SYP#2 OR BETTER STRONGBACK W/ (1) 2x4 BRACE TRANSITION FROM TRANSITION FROM A35 DIAGONAL TO iv TRUSS PER PLAN DTC CLIP, (2) 8d NAILS BRACE TO PLATE BEAM TO GABLE WALL TO GABLE 3 1/4" HOLD 1/2" J -BOLTS w/ TRUSS TRUSS PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" DOUBLE 2x TOP PLATE OUTLOOKER CLG. NAILING SURFACE 01 EMBED) MIN. 6" FROM FASTEN SIDE WALL 10 EACH END AND 32" O.C. BEAM PER PLAN SHEATHING PER PLAN. w MAX. ATTACHMENT w/ (3) 10d (5) 16d NAILS BRACE z TOENAILS EA. END TO BLOCKING PROVIDE 16d NAILS _ EXT. SHEATHING; OUTLOOKER GABLE END TRUSS TO Q C-0 SIMPSON H10A SIMPSON H10A ATTACH PER PLAN PLT.@12" O.C. MAX. WY X: v .4 DIAGONAL TO BEAM DIAGONAL TO TOP NAILS @EACH WEB i7Ari� BEAM CONNECTION FRAME WALL CONNECTION 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d J� 2'-0" MAX. i END NAILS EA. END 'I 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS V-9" MAX. ol TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" 1.1 W Q SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. . CONT. 2x4 BLOCKS w/8d NAILS SEE ELEV. FOR @ 6" O.C. O.H. SIZE � PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48"IN O.C. NOT REG'D 6' FROM EAVES04 0 GABLE BRACING CHART.0,000000"0' CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE 7'-0" < H6 9'-4" FOR ADDITIONAL INFO AS REQ'D 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE SIMPSON A23 @ EACH A35 DIAGONAL TO iv TRUSS PER PLAN DTC CLIP, (2) 8d NAILS BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ END NAILS @ EA. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" NAILS INTO TOP PLATE OUTLOOKER CLG. NAILING SURFACE 01 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w MAX. ATTACHMENT w/ (3) 10d = z TOENAILS EA. END U PROVIDE 16d NAILS _ DOUBLE TOP PLATE OUTLOOKER GABLE END TRUSS TO Q C-0 2x TOP PLATE TO PLT.@12" O.C. MAX. WY X: v .4 GABLE END W/ 16d NAILS @EACH WEB 0 m O II NAILS @ 6" O.C. 4- TRUSS PER PLAN EXTERIOR SHEATHING. Z ATTACH PER PLAN FRAMING FOR FALSE L L CMU WALL OR LINTEL HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) LSTA18 HEADER TO BELOW 10d NAILS @ EA. TRUSS a. FROM TOP OF WALL STUDS TYP. BASE BRACE � TO BOTTOM TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP ,. PLATE w/ PLYWOOD FALSE BM PER PLAN 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' END w/ NUT &WASHER IEO� GABLE END @ FLAT CEILING CONNECTIONS 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d J� 2'-0" MAX. i END NAILS EA. END 'I 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS V-9" MAX. ol TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" 1.1 W Q SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. . CONT. 2x4 BLOCKS w/8d NAILS SEE ELEV. FOR @ 6" O.C. O.H. SIZE � PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48"IN O.C. NOT REG'D 6' FROM EAVES04 0 GABLE BRACING CHART.0,000000"0' H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 T-0" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING 2x4 BLOCKING (2) ?^-' FOR NAILING (2)16d NAILS PLT. TO NAILS, TOENAILED 0 45° WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Ca STUD TOP &BOTTOM EACH END.AT 24" O,C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d II END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK & TRUSS PER PLAN EXTERIOR SHEATHING. Z ATTACH PER PLAN (1) KING STUD w/ SIMPS. g LSTA18 HEADER TO a. FROM TOP OF WALL STUDS TYP. BASE � TO BOTTOM CONNECTION 2x$ #2 SPF STUDS AT SHEATHING PER PLAN ,. 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x $" MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @CMU VAULTED CONDITION @CMU FOR REQ'D FLASHING TRUSS PER PLANFIR � p WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Ca STUD TOP &BOTTOM EACH END.AT 24" O,C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d II END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK & TRUSS PER PLAN EXTERIOR SHEATHING. Z ATTACH PER PLAN (1) KING STUD w/ SIMPS. g LSTA18 HEADER TO a. FROM TOP OF WALL STUDS TYP. BASE � TO BOTTOM CONNECTION 2x$ #2 SPF STUDS AT SHEATHING PER PLAN ,. 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x $" MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @CMU VAULTED CONDITION @CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD � 2x6 COLLAR TIE HALF I WAY UP HEIGHT OF I VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) I 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ I RAFTER TO OPP SIDE I (AS SHOWN) 2x6's @ 24'" O.C. MAX. FASTEN SYP OR SPF I 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN I W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — — — — CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x -1 VALLEY RAFTER FRAMING (OR PRE -ENG JP VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. TRUSS PER PLAN "'"IIPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP 4TE USS PER PLAN WHERE O.H. IS > 1'-0", 2x4 DIAGONAL BRACE DROP END GABLE w/ @ 48" O.C. TO 3RD OUTLOOKERS @ 24" z BAY REQ'D w/ O.C. TO RUN BACK TO O STRONGBACK, SEE 1ST COMMON TRUSS � CHART WITH (3) 12d TOENAILS. W GABLE BRACING (+) CONNECT TO DROP SEE CHART GABLE WITH H2.5 CLIP. � MAX 2'-0" O.H. U _ W D STRONGBACK IF REQ'D CONT. 2x4 PER CHART (5) 16d NAILS BRACE 2x4'S @ 24" O.C. TO BLOCKING GABLE END A PROVIDE 2x4 BRACE SHEATHING FASTEN GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN. 16d NAILS. SPLICE AS REQ'D � J J SIMPSON H10A DIAG. — _----"'_ TO BLOCKING a � w �•W 4M. %"6 GABLE BRACING @48" DE 2x BLOCKING ; W C\1 � � O.C. MAX. 45 FROM `� � Lr• HORIZONTAL (+/- 10°) FOR NAI ®�'q" 0: BRACE NOT REQUIRED �•.• � �:• R, Q � 6' FROM EAVES. '•••, •®.•° �0 TRUSS PER PLAN DTC CLIP, (2) $d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON �— 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING *' OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL '�%. �. SEE PLAN FOR A '��rptt'�t110®`�`� SUPPORT AND TIE � DOWN OF JACK , TRUSSES � PROVIDE BLOCKING BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE A WALL PER PLAN � � � r`��Orru �� F71-1 NV AF�O AFOkTYPICAL HEADER DETAIL NOT USED 8 FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" 1/211=1'-O" � D 52 C COPYRIGHT MCD 2014: The information contained in this, document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. NON-BEARING WALL CLIP DETAIL NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO -TI— — -ri— III II II I GYPSUM WALLBOARD CONDITIONS TOP PLATE W/ (4) 16d III @ 24" O.C. w/ EXT. II I II II II ' @ 24" O.C. w/ EXT. NAILS ((2) ON EA. SIDE) CMU WALL PER PLAN I I I II I 2x8 STUDS PER —G TYP. AT ALL EXTERIOR co Q III FRAMING PLAN CONDITIONS o= 00 I I I II I 2x4 PT LEDGER W/ c LLI NAILING PER TOP SPLICE ---�'� BOTTOM SPLICE OVER 1/4" x4" TAPCONS @ 12" 0 0LL �°° C-4 STUD SCHEDULE 12" O.C. DOUBLE 2x8 TOP 0 PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL SIMPSON H3 CLIP DOUBLE 2x4 TOP NOTES: PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ ATTACH PER NAILING I' (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON TOP PLATE TRANSITION p 2 1/2" Z z o w ui 1 1/2" z - N w N N N N r• 04 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. 1011/ AT CORNER SIDE z 0 NAIL BOTTOM PLATE Z i lCL TO CORNER STUD Q 00 PACK w/ (4) 10d NAILS vai 00 Al - 10d x 3" COMM( OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN FO TYPICAL BUILT—UP STUD COLUMN DETAIL 3/4"=1'-0" 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8" SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. 0 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS u- z @3"O.C. U z 7 2U NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON of1j 'A'= NAIL SPACING O S II 6 I I II II II o _ NAILS @ 3' O.C. 2�<Fi��'�A r0 ROOF SHEATHING, PER PLAN N�<C�er <[ u7 O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d r F c'9,o 0 II 11- — �I— I I — II - II — II a � z = COMMON NAILS @ 3" O.C. 1/2 A 1/2" c yC)p 5q ryOA- o: LL CD O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — o p o oy Oy III III I I I I I WALL SHEATHING O _ SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS III III I I I I I DETAIL. MAX 1/8" �5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" III OPENING III II II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. 4 w E- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1od NAILS III III I I PANELS x © PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" III I I I I I II HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT rAROUNID 1 w PER -ENG TRUSSES IIIPIII I I I I I I � 0 TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 2x STUDS BEYOND, III III I I I I I I LL O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. NG III I I I I I I SEE PLAN FOR MORE of w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 0 z U a 00 OUTSIDE (2) 2x4's 'I] -- w C c 0 u a 00 EDGE DISTANCE PER VVIL 10dx3" Z O U W 10d x 3" OPP. SIDE w O WCE PER I I"I'll I I I J�"' "" " >; INSIDE PLY NAILS NAILED AT 8" O/C LLI STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x'S (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT III INFO z � O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA IIIT -TI— — -ri— III II II I GYPSUM WALLBOARD w= cg III @ 24" O.C. w/ EXT. II I II II II @ 24" O.C. w/ EXT. TO GABLE END STUDS v CMU WALL PER PLAN I I I II I (2) 1/4" X 3XV SIMPS. SD; (2) 8d TOENAILS co Q III II I II II II o= 00 I I I II I 2x4 PT LEDGER W/ c LLI NAILING PER (4) 12d NAILS EACH ILL_JL—_IL 1/4" x4" TAPCONS @ 12" 0 0LL �°° C-4 2x4 LEDGER W/ (2) 16d NAILS @ 16".C. SCHEDULE 12" O.C. TRUSS MEMBER 0 PLAN SIMPSON H3 CLIP Q U) LL — _ — — — — FLOOR SYSTEM 2x4 SYP #2 LEDGER. U - O.H. SIZE CUT TO FIT 2x BOTTOM PLATE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION OPENING SIZE 1 BEYOND SEE PLAN MEMBERS ONLY SDS SCREWS @ 16"' SHEATHING DIAGRAM EACH VERTICAL O.C. MAX.; WF1 EXTERIOR SHEATHING SCHEDULE TO GABLE END STUDS 3/4"=1'-0" BLOCKING LINTEL PER PLAN STUDS w/ (2) 1/4" X 4'/" GYPSUM WALLBOARD (2) 8d TOE NAILS TO SIMPS. SDS SCREWS @ @ 24" O.C. w/ EXT. 16" O.C. MAX.; @ 24" O.C. w/ EXT. TO GABLE END STUDS v CMU WALL PER PLAN TRUSS CONNECTION (2) 1/4" X 3XV SIMPS. SD; (2) 8d TOENAILS JOINT, MAX. 1/8" GAPLEDGER SCREWS @ 16" O.C. PER PLAN TO LEDGER NAILING SCHEDULE & 2x4 PT LEDGER W/ c LLI NAILING PER (4) 12d NAILS EACH 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PE-0 R c:0 2x4 LEDGER W/ (2) 16d NAILS @ 16".C. SCHEDULE 12" O.C. TRUSS MEMBER O.C. PLAN SIMPSON H3 CLIP 2x4 BLOCKING PLACED U) SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d 2x4 SYP #2 LEDGER. O.H. SIZE TO STUDS OR BEAM w/ O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF 1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN 2 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR O BLOCKING @ 24" O.C. DOUBLE TOP PLATE I MORE INFO & MORE INFO & w/ (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END ++ „% @ EACH STUD 12d NAILS @ EACH END -- 2x12 BOX HDR w/ 2x8's 1-1 TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 WV 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + ++ r +� (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION 16" O.C. MAX. O @ x x TRUSS w/ (4) 12d NAILS 2x8 w/ 2 10d NAILS x x 2x BRG WALL, SEE STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL 4 PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x TRUSS FOR MORE INFO SEE FLOOR PLAN FOR I I LINTELS LINTELS UNDER GIRDER TRUSS MORE BRG. WALL INFO i SLOPE AS REQD LINTEL PER PLAN SLOPE AS REQ'D ' LINTEL PER PLAN LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH ----�� (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER fiF1'�SECTION @DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER 3/4"=1'-0" j 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN c 5/8" THREADED ROD w/ o' NUT SET IN ADHESIVE ° a a I I a s a/ SEE FOUNDATION PLAN FOR ADDITIONAL `uINFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO 1 /2"=1'-0" 4 S Vim; Q z ROOF SHEATHING, ,4 ® 0 U FASTEN PER PLAN�' R,. J •• � °s�►e11��i`� � LL a4 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS O' MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, "� MOS USE (2) 1/4" TAPCONS y w/ MIN. 2" EMBED. @ , o 24 O.C. Q z o r - z TRUSS PER PLAN o �""""+ 0 0 U 0 WOOD/MASONRY . + WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 0, Q D02 LEDGER @ LOW ROOF VJ Z C J (D C) t L 15�Ip8 06 �. w T o Q Z SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & r + ROOF SHEATHING a Q CONNECTION L.L U + + r + W Q •�� LLJZ z� � O 2x8 #2 SPF VERTICAL LINTEL PER PLAN STUDS w/ (2) 1/4" X 4'/" W SIMPS. SDS SCREWS @ @ 24" O.C. w/ EXT. 16" O.C. MAX.; @ 24" O.C. w/ EXT. TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3XV SIMPS. SD; SHEATHING PER SCREWS @ 16" O.C. `,J Lu MAX.; NAILING SCHEDULE & TO MASONRY w/ 2x6 PT c LLI SYP #2 LEDGER w/ (2) (4) 12d NAILS EACH 1/4" x 2 3/4" TAPCONS A7 c:0 _ 12 12" O.C. TRUSS MEMBER SEE PLAN SIMPSON H3 CLIP U) SHEATHING PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ 2x8 w/ (2) 10d NAILS @ CONY, FRAMED (2) 1/4" X 4'/2' SIMPS.7 MEMBERS ONLY SDS SCREWS @ 16"' EACH VERTICAL O.C. MAX.; EACH VERTICAL TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. ATTACHMENT BY SDS SCREWS @ 16"' FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 1 /2"=1'-0" 4 S Vim; Q z ROOF SHEATHING, ,4 ® 0 U FASTEN PER PLAN�' R,. J •• � °s�►e11��i`� � LL a4 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS O' MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, "� MOS USE (2) 1/4" TAPCONS y w/ MIN. 2" EMBED. @ , o 24 O.C. Q z o r - z TRUSS PER PLAN o �""""+ 0 0 U 0 WOOD/MASONRY . + WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 0, Q D02 LEDGER @ LOW ROOF VJ Z C J (D C) t L 15�Ip8 06 �. w T o Q Z SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & r + ROOF SHEATHING a Q CONNECTION L.L U + + r + W Q •�� LLJZ z� � O 2x8 #2 SPF VERTICAL LINTEL PER PLAN 2x8 #2 SPF VERTICAL W � @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. � r n SHEATHING PER SHEATHING PER `,J Lu NAILING SCHEDULE & NAILING SCHEDULE & c LLI (4) 12d NAILS EACH (4) 12d NAILS EACH c:0 _ TRUSS MEMBER TRUSS MEMBER U) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" 1/2"=1'-0" Q zQ~O J Ln V LL1 0LLJO � C!i w LLL m ovw _ V z ) Q a 2 Q ry STRUCTURAL ENG: CFG / BED DRAFTING A STRUCT: JRH QC CHECK. CC �vll.i7l/� JOB No. TM - 2152191 SCALE: AS INDICATED DATE: 05/09/2016 3/4.1_o p4 N A d 1 � t f f th d t 'th 4 th d •tt 4 f MONTH CONSULTING &DESIGN OF WMR &ASSOCIATES INC t' tl h'b't d �" COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, I "y use, up Icatlmn, or rans er o ese ocumen s wl vu a expresse , vvi en consen o Is s rlc y pro I 1 e . SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES gL BEARING SEE PLAN SEE ARCHITECTURAL —' PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER — PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN — SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN a, LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �--I DBL. TOP PLATE `-- HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS- SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS 11 SOLID SHEATHING @ CONNECTIONS HEADER 3/4" FLOOR SHEATHING SHEATHING PER PLAN SIMPSON SP4 w/ (6) 10d F�<<s TRUSS w/ 8d NAILS AT xl-1/2" @ 24" O.C. (USE z yFFT SP6 @ 2x6 STUDS & O SIMPSON MSTAM36 NAILING SCHEDULE SCHEDULE DOUBLE 2x TOP PLATE IZ DOUBLE 2x TOP PLATE SOLID SHEATHING @ () TYPICAL TRUSS TO STRAP W/ (10) 10d TO FLOOR PLAN FOR MIN. 2x BOTTOM PLATE HEADER SIZE & REQ'D 2x BOTTOM PLATE JAMB STUDS HEADER @ 48" O.C. W/ (2) 12d SPACING AND GRADE FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING TOENAILS EACH END AND SEE ARCH PLAN 3/4" FLOOR SHEATHING RIBBONS w/ SIMPSON AND SEE ARCH PLAN SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS A35 EA. END TO VERIFY SIZE ATTACHED PER ATTACHED PER F�<4 S xl-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. (2) 12d @ 12" O.C. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 HEFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° 2x4) TO TRUSS w/ (4) MSTCM60 STRAP W/ FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON NAILS. BEND STRAPNAILS. (2) 2x SPF TOP PLATE BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS SEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO, FOR TRUSSES 20" TO 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL 3", THEN RUN DOWN (2) 5/8" TYPE "X" WHEN 3" O.C. WALL 3", THEN RUN DOWN 26" DEEP IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN PLAN SHEATHING TO PLAN MASONRY OR MTS12 HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR SEE FOUNDATION DETAILS FOR FTG INFO NOTE: ALL FLOOR TRUSSES TO BE P.T.. IF 1/8" GAP BETWEEN NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING &CMU EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL KNEEWALL & PROVIDE INTO FILLED CELL USE MASONRY OR FRAME NO MOISTURE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING FROM TOP OF WALL UNDER COLUMN U.N.O. ;; FLOOR TRUSS PER PLAN STUDS ABOVE PLATE U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN 11 SOLID SHEATHING @ 3/4" FLOOR SHEATHING SHEATHING PER PLAN HEADER 3/4" FLOOR SHEATHING SHEATHING PER PLAN SIMPSON SP4 w/ (6) 10d F�<<s TRUSS w/ 8d NAILS AT xl-1/2" @ 24" O.C. (USE z yFFT SP6 @ 2x6 STUDS & O SP8 @ 2x8 STUDS) NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE IZ (2) 2x SPF TOP PLATE U.N.O. ON PLAN () HEADER - SEE 2ND FLOOR PLAN FOR MIN. W w HEADER SIZE & REQ'D GIRDERS: BLOCK FRAMING PLAN FOR JAMB STUDS BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS FOR �- IF HEADER IS UPSET FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO AND WINDOW IS BEAM; AT EA. END NAILED TO PLATE w/ (2) 10d LOWER: (1) 2x SILL FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. SEE PLAN LLJ NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS ( TOE NAILS AT EA. END TOENAILS. OPENING O t� d BARRIER FELT PAPER LESS THAN 4FT: 1 2x OR SIM IS PROVIDED SILL PLATE w/ 2 10 i ��i �- OF SILL (MAX OPEN G LARGER THAN 4FT: (2) O `�e•eeeee S. 04 REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS. RGES. OAN 4FIT: �'W ••eeeYev� ' ccs W_ 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS) • ® V" ® P BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x LATE w/ A35''•�' ` Z �• O a �j Z Z @ AT EA, END NAILED TO cV ® Q INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS E IDE w/ 23� w Ct !N •—� .,� e•� W U O STUD PACK w/ 10d _ �, pie J BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ C. ® %C � �w NAILS @ 8 O.C. THEN 0 " r +fJ � „ PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS' * ? ;• 1*- �,�•� % r m 0 T&B (PLYWOOD •.®• C��Q Q COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d •• SHEATHING REQ'D •*.•eee•®• S +`* .J p x21/4 TITENS; IF SEPARATE SHEATHING T&B) Ana, s�� ;'�RQ�r� I� MID -HEIGHT BLOCKING SYSTEM INFO. TOE NAILS AT EA. END s° J PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G 3 2x STUDS 20 - 26 DEEP, USE i l>A!1 SCHEDULE ,• ATTACH 2x STUDS W/ O 4 , 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS 6" O.C. SIMPS. MSTCM60 WIDTH 4' A. USE A35 :: c @ CLIP AT EA. END FOR � ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 ; THAN 4' BUT LESS i 2 -STORY WALL NAILS 1/4" TITENS INSTEADTHAN 6.3b (2) SIMPSON LSTA1$ ; (IF TITENS ARE NOT IN / oo L7 SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ INFO. FLOOR W/ (14) 10d LINTEL COURSE OR SIMPSON LSTA30 w/ '� 0.4 �aT FLOOR TRUSS TO INTO FILLED CELL USE 2x TOP &BOT. +SOT REFER TO MASONRY WALL NAILS 1/4" X 1 3/4" TITENS RIBBONS, CONT. (11) 10d TO STUDS FOUNDATION PLAN ) ; ABOVE PLATE U.N.O. ��- OQ a FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR ' EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED ATTACH 2x STUDS W/ BARRIER (FELT PAPER PER NAILING OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN 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 S0 On FLOOR CORNER FRAMING ATTACHMENT .qn HEAVER �:(�NNFC:TlnN n 7nrl FI MP BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4 FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING 16" O.C. TOP AND BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL 2 O 12d 12" @ O.C. VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU CMU SEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR (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 (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER ' (. 3" O.C. WALL . MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION DETAILS FOR FTG INFO NOTE: ALL FLOOR TRUSSES TO BE P.T.. IF 1/8" GAP BETWEEN NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS SEE CONNECTION WALL PER PLAN BARRIER FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER ( TRUSS PER PLAN OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONfiSl_�TWO STORY PERP. FLOOR CONNECTION fiSl CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4=1'-0" 2nd FLOOR WALL; SEE — PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. I LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a � SEE ARCH DWGS FOR Lu a TOPPING INFO CL 1- I 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. 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 NOT USED c o 0 Ziz SEE FRAMING PLAN W o O FOR FLOOR ,a ' CONNECTION p • r c FLOOR GRIDER OR •. BEAM � Q /1 HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" p� VJ Z cli J LD LU Si~� Ogg o W z <� z a • O mb O� ' 1- Lu z W o W W a al z -i cy V LL � W O � 2 cl) � w l— _jvW _ LJJaZ a= O ry STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: JRH QC CHECK CC JOB No. TM - 2152191 S SCALE: AS INDICATED <F A 4 DATE: 05/09/2016 3/4"=1'-0"I D 5 ONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC An use du lication or transfer of these documents without the ex ressed written consent of MONTA CONSULTING R. DESIGN OF WMR R. ASSOCIATES INC is strictl rohibited COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the excluslVe property of M , y , p 7 p I I I y p 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE ,w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING BLOCKING BELOW., TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4 TOENAILS EACH END CONNECTED w/ 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 NAILING SCHEDULE BLOCKING w/ SIMPSON (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE (2) 2x6 w/ HUC26-2.LOW ROOF TRUSS SEE SEE ARCHS FOR FLOOR TRUSS PER FURRING AND TRUSS PLAN FOR LOW ROOF TRUSS SEE INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS 1/2"=V-011 11/2"=V-0" (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS I n wir+rn n., OTHERS LEDGER AT GIRDER NOT USED EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILT PLATE ATTACH PER PLAN F_ NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE I I PRE-ENGINEERED TRUSS PER PLAN I 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ I 16" O.C. MAX. & 3" — FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. WE RECESS LEDGER IINTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS (TRUSS SHOP 2 PLAN (DRAWINGS— 2x8 SYP #2 LEDGER 1-1 /2"=1'-0" MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING .D04 LEDGER @LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v FROM TOP OF WALL O.C. - SEE FRAMING @ 16" O.C. PER PLAN TO BOTTOM OF SILL 2x4 BLOCKING PLATE ATTACH PER BETWEEN STUDS W/ SHEATHING PER PLAN NAILING SCHEDULE ATTACH PER NAILING EACH END ROOF SHEATHING WINDOW ATTACHMENT ( ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS SHEATHING ISN'T CONT. SCHEDULE LSTA18 STRAPS ARE IPRE-ENGINEERED 2x8 #2 SYP P.T. SILL I e I TRUSS PER PLAN e ANCHOR BOLT OR J J -BOLT W/ MIN. 7" 2x6 #2 SYP CONT. EMBEDMENT @ 32" I LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE - RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY TRUSS. VERIFY WJ 16 O.C. MAX. & 3 TRUSS (TRUSS SHOP FROM EA. END - USE (3) d , ° DRAWINGS � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO BRACE NOT REQUIRED W EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER 1 1 G TXUSE (4) 16d NAILS) .D04 LEDGER @LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING @ 16" O.C. PER PLAN PLAN FOR MORE INFO. 2x4 BLOCKING 6" O.C. BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE WINDOW ATTACHMENT 2x8 #2 SYP P.T. SILL INFO. IF WALL PLATE w/ 1/2" EPDXY SHEATHING ISN'T CONT. ANCHOR BOLT OR LSTA18 STRAPS ARE J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR MASONRY WALL PER J -BOLT W/ MIN. 7" PLAN EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ° 1x PT NAILER AS REQ'D e ° CONT. #5 IN TIE BEAM WALL BRACING @ 48" d , ° EXT. FINISH PER 1 ARCHS MF�lSECTION @ OPEN TO ABOVE WINDOW SEE PLAN --l` FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO / FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. W Q 2x8 #2 SPF MIN STUDS O.S.B. TO OVERLAP @ 16" O.C. PER PLAN 2x #2 SPF STUDS @ 16" 12 6" O.C. PER PLAN 2x4 CONT. W/ (2) 12d BOTTOM OF TRUSS/ NAILS TO EACH STUD GIRDER SEE PLAN FOR 2x8 #2 SYP SILL PLATE WINDOW ATTACHMENT W/ Y2" EPDXY ANCHOR INFO. IF WALL OR J -BOLT @ 32" O.C. SHEATHING ISN'T CONT. W/ MIN. 7" EMBEDMENT LSTA18 STRAPS ARE & 6" FROM EACH END REQ'D FROM STUDS TO (2) 2x TOP PLATE DIAGONAL, FASTEN (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN --l` FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO / FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. W Q PER ELEV. O.S.B. TO OVERLAP - 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING 6" O.C. FROM TOP OF WALL TO BOTTOM OF TRUSS/ z GIRDER SEE PLAN FOR TO BLOCKING WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. PROVIDE 2x4 BRACE LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW DIAGONAL, FASTEN SEE LD02/SD4 FOR MORE INFO IF W TRUSSES ARE 16d NAILS PARALLEL TO WALL 1 ROOF SHEATHING ATTACHED PER TRUSSES PER PLAN NAILING SCHEDULE WALL BRACING @ 48" FOR MORE INFO O.C. MAX. 45° FROM 1 1 HORIZONTAL (+/- 10°) BRACE NOT REQUIRED W 1 6' FROM EAVES. ry 1 1 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE WITH ROOF LOAD SDS SCREW @ 16" O.C. fiFl BRACING @ 2 STORY FRAME WALL a — 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO W Q O.S.B. TO OVERLAP - BOTTOM PLATE 1 1/4" (MIN.) 6" O.C. 2x LEDGER TO UPPER FLOOR WALL W/ z 1/4" X 3-1/2" SIMPSON WITH ROOF LOAD SDS SCREW @ 16" O.C. fiFl BRACING @ 2 STORY FRAME WALL a — 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO W Q - BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE z TO BLOCKING 0 PROVIDE 2x4 BRACE (2) 2x HEADER TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) W 16d NAILS W 1 1 TRUSSES PER PLAN WALL BRACING @ 48" FOR MORE INFO O.C. MAX. 45° FROM 1 1 HORIZONTAL (+/- 10°) BRACE NOT REQUIRED W 1 6' FROM EAVES. ry 1 CL ti LU o LL C (2) 2x SPF TOP y o a Q ' �_ . D t r Lit k Cc. Q 0:; Q LL O N .n. ` o Z c U a O Z w � a v V) Z M J W 3rz8t D � co ro W Z'� c U) z 0 W 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I h �--�` Z� IJ-- to 0 A 1/2" THREADED ROD SEE BEARING CD AT OPENING LARGER THAN 4'-2" ATTACH TOP N SCHEDULE ON FLOOR PLANS FOR D PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d ¢ W NAILS INTO HEADER IF PORTIONS OF THIS WALL c = OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING'WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 1 "=1'-0" Q � � r zQ0 J LLI �v sW 0 1 � W m °� Oct Z 0 STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: JRH _........ ... a QC CHECK: CC JOB No. TM - 2152191 S.R°;''ti;l ;., i ate.', , SCALE: AS INDICATED DATE: 05/09/2016 Zo F.ihl w 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. X 6- 1458 SD6 PLATES U.N.O. (2) 2x HEADER 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 1 A 1 t r Lit k Cc. Q 0:; Q LL O N .n. ` o Z c U a O Z w � a v V) Z M J W 3rz8t D � co ro W Z'� c U) z 0 W 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I h �--�` Z� IJ-- to 0 A 1/2" THREADED ROD SEE BEARING CD AT OPENING LARGER THAN 4'-2" ATTACH TOP N SCHEDULE ON FLOOR PLANS FOR D PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d ¢ W NAILS INTO HEADER IF PORTIONS OF THIS WALL c = OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING'WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 1 "=1'-0" Q � � r zQ0 J LLI �v sW 0 1 � W m °� Oct Z 0 STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: JRH _........ ... a QC CHECK: CC JOB No. TM - 2152191 S.R°;''ti;l ;., i ate.', , SCALE: AS INDICATED DATE: 05/09/2016 Zo F.ihl w 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. X 6- 1458 SD6 MIN. (3) 2x SYP #qDf HEIGHT OF STAIRS BEAM JOISTS STUDS REQ'D @ AT LANDING STANDARD (3) 2X12 OF LANDING W/ OF LANDING STRINGERS W/ 16d NAILS FROM 2x8 SIMPSON A34 CLIP TO LEDGER TO STU (2) 2x12 FLOOR SYSTEM PACK ONE @ MID -SPAN 2x6 4'-0" TO CONNECT TO. BEAM LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING SDS SCREWS @ 12" EVERYTHING LINE UP 2xJOIST IN 2x8 8'-0" TO BEAR DIRECTLY ON LINE WITH MIDDLE STANDARD (3) 2 6'-0" 2x12 STRINGER TO BE STRINGERS W/ 4'-0" UTILIZED AS BLOCKING SIMPSON A35 / (3) 2x12 2x8 CLIP TO FLOOR 10'-0" (2) 2x12 SYSTEM & LAND 64" 2xJOISTS @ LANDING FRAMING 4'-0" 0 @ 16"O.C. W/ SIMPSON - (3) 2x12 Z A35 OR LUS26 HANGER 9'-0" (2) 2x12 z ON EACH SIDE 7'-0" BASE PLATE (1) 2x 12 (1) 2x8 2x6 5'-0" �g ATTACHED PER PLAN (3) 2x12 op 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' (2) 2x12 � r ST01 GENERAL LANDING& 0 6" MIN. 10 re (2) 2x BEAM PER SCHEDULE 4'-0" MAX 2xJOIST (P.T. IF ATTACHING TO STAIR WINDER DETAIL. REQ'D @ END OF LANDING WIDTH OF LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2 BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) A -A PLAN VIEW a@ 90 DEGREE TURN LANDING MIN. (3) 2x 0T STUDS REQ'D OF LANDING V 16d NAILS FRC LEDGER TO S' PACK STANDARD (3 SYP #2 STRIN SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL 2xJOIST LEDGER (P.T. IF ATTACHING TO MASONRY WALL) 16" O.C. MAX SIMPSON A35 ' CONNECTIONS MASONRY WALL OR - FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER I[___ v— 2x JOIST (P.T. IF ATTACHING TO (2) 2x BEAM PER SCHEDULE 2x JOISTS PER MASONRY WALL) CONT LEDGER REQ'D @ END OF LANDING SCHEDULE @ LANDING FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON (CNAILS ((16" O.C. MAX. T TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO ON BUILT UP COLUMNS BELOW ON EACH SIDE TI EACH @ 16" O.C. MAAX.X. FOR x 3 1/2" STUD. ((2) MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING STRINGERSDATLABE N NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER — FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO —� STRINGER W A35 @ EA. STRINGER TO LANDING SEE AR S. FOR MAX. RISEXr STEPS AND MI . TREAD DEPTH PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) `— WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS (2) 2X BEAM PER AT LANDING 2x12 STRINGERS ONE (#2 SYP) OF LANDING STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL SCHEDULE @ END OF 2x8 ON EACH SIDE AND 12'-0" (2) 2x12 LANDING FOR STRINGERS 6'-0" ONE @ MID -SPAN 2x6 4'-0" TO CONNECT TO. BEAM LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING SDS SCREWS @ 12" EVERYTHING (3) 2x12 2x8 8'-0" TO BEAR DIRECTLY ON (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 BUILT UP COLUMN 4'-0" A35 CONNECTION TOENAILS @ BOTTOM) (3) 2x12 2x8 BELOW. 10'-0" (2) 2x12 2x6 64" (1) 2x12 (1) 2x8 MIN. (3) 2x4 SPF #2 4'-0" (3) 2x12 COLUMN 9'-0" (2) 2x12 2x8 7'-0" BASE PLATE (1) 2x 12 (1) 2x8 2x6 5'-0" ATTACHED PER PLAN (3) 2x12 2x8 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' (2) 2x12 X 3" EVENLY SPACED TAPCONS i@ MIN. END DISTANCE OF 1-1/2" ST01 GENERAL LANDING& (1) 2x12 (1) 2x8 STAIR FRAMING INFO SCALE: 3/4" = V-0" PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) `— WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (3) 2x12 2x8 8-0 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING SDS SCREWS @ 12" EVERYTHING (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" TOENAILS @ BOTTOM) (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 64" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x 12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x 12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" �— 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" �--- HEIGHT OF LANDING 2• IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 11,11' -t, 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STUDS OR FLOOR (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 24" O.C. NAILS ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID FIELD ALLOW FOR PANEL 3 UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION FLOOR SYS,T'EM PARTY WALL OR — ELEVATOR WALL SEE PLAN • •- • • TO SLIDE INTO THE ELEVATOR SHAFT �iO�i♦i��i�i♦:'i♦iii♦i� ►i♦i*i♦i�♦iii♦i�►♦iii♦i� - 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X TO AW LLOVERTICAL TO SLIDE DOWN TO NOTCH FLOOR MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY. ATTACHED TO I -JOIST 3-1/2" SDS SCREWS @ W/ 8d RING SHANK PANELS 1 AND 2 TO BE 11,11' -t, 16" O.C. MAX INTO NAILS @ 6" O.C. ON INSTALLED AND STUDS OR FLOOR EDGE AND 12" O.C. IN SHIFTED OUT TO 24" O.C. NAILS ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR SYSTEM TYP. EACH FIELD ALLOW FOR PANEL 3 00 END UNDER (WHICH IS LONGER) TO ATTACH PLATFORM TO BE INSTALLED LAST Q PLATFORM LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING SDS SCREWS @ 12" EVERYTHING ATTACH W/ (2) 12d o O.C. ON ANGLE TYP. TOGETHER. ` o MID SPAN BLOCKING SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE A W/ (2) 12d TOENAILS 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X TO AW LLOVERTICAL TO SLIDE DOWN TO NOTCH FLOOR eeeill: , ®�r`°� -' / fill ATTACHED TO I -JOIST 3-1/2" SDS SCREWS @ Q �'' 11,11' -t, 16" O.C. MAX INTO 2x4 #2 SPF STUDS� STUDS W/(2)16d TOE 1 O @ SEE ARCH PLAN 3z12x4 CONT. TOP PLATE v STUDS OR FLOOR FACE OF I -JOIST SHEATHING TO 24" O.C. NAILS ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR SYSTEM TYP. EACH 00 END UNDER o Z Q PLATFORM ACCOMMODATE 2x ATTACH W/ (2) 12d o LU MAX 6'_0" W F— Q Z _0 I•— U 0 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO JOISTS W IY 2X6 #2 SPF @ 12" O.C. w •°• •••• I N • Ca %L Q� _ Uj 0 Oatc W_ o Z Z ST04 ELEVATOR TEMP. FLOOR MAX 6'_0�► SCALE: 3/4"=,'-0" MIN 7/16" FLOOR PLATFORM DETAIL ° ��.?: ,` SHEATHING % '•::�` ®:� 4 0 2x4 CONT. TOP PLATE P TO AW LLOVERTICAL TO SLIDE DOWN TO NOTCH FLOOR eeeill: , ®�r`°� -' / fill ATTACHED TO I -JOIST 3Yz" ATTACH TOP PLATE TO Q �'' 11,11' -t, o 2x4 #2 SPF STUDS� STUDS W/(2)16d TOE 1 O @ SEE ARCH PLAN 3z12x4 CONT. TOP PLATE v �� NAILS @ 4 O.C. FACE OF I -JOIST SHEATHING TO 24" O.C. NAILS ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR BELOW OTHERWISE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d x x 24" O.C. W/ (2) 12d TOE NAILS 25, o Z Q "tl 2x6 VERTICAL @ 6'-0" NOTCH SILL PLATE TOENAILS BOTTOM pq O.C. MIN. AND @ ANY 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS @ `G FOR VERTICAL NOTCH SILL AND Cie OPENING. W/IN 10d NAILS @ 4" O.C. 24" O.C. EVERY OTHER p OO �' PLYWOOD FLOORING �+ HANDRAIL KNEEWALL (NOTCHED @ 2x6 STUD TO BE N 2x L -BRACE W/ 12d VERTICAL LOCATIONS) . TO AW LLOVERTICAL TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST Q �'' o �� NAILS @ 4 O.C. FACE OF I -JOIST SHEATHING TO BELOW OTHERWISE o Z 2x4 CONT. TOP PLATE "tl ACCOMMODATE 2x ATTACH W/ (2) 12d o ` o ` O SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) ATTACH TOP PLATE TO TO STUDS W/ (2) 16d (� 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4" x 3" STUDS W/ (2) 16d TOE L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) Im.2 0 X X SECTION X -X @ANY OPENING EQUALLY 16d TOE NAIL EA. U 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d ATTACH TOP PLATE TO 3j" 4�8» I -JOIST TO OUTSIDE +8 + NAILS @ 4" O.C. TO STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS + + FLOOR SHEATHING 4 Z O Q' 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST 24" O.C. W/ (2) 12d N.T.S. W/ (2) Y4"x3" SDS TOENAILS BOTTOM 32" SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '`�` SPACED &CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN7 IN I -JOIST 29 STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) 0 .V O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ M (!� J i:8 t TOENAILS BOTTOM 10d NAILS @ 4" O.C.W 3 O.C. NOTE: (NOTCHED @ 2x6 STIFFNER TO BE LUN N (2) SIMPSON LSTA24 VERTICAL LOCATIONS). Q o6 �' C STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF Q Z NU M & y PLYWOOD FLOORING BOTTOM CHORD �. UU C STUD) EVERY 48 O.C. TO ALLOW VERTICAL o N N Z O F S m= FLOOR BEAM CONDITION TO SLIDE DOWN TO J cf) FLOOR BEAM SEE FACE OF I -JOIST J Q g PLAN 2x6 VERTICAL AND Q �— Z z n N ATTACH 2x6 VERTICAL ZL-BRACE @ 6'-0" O.C. & p., W 0 Q 4C { E TO I -JOIST W/ (3) Ya x 3 @ ANY OPENING U W 6 SDS WOOD SCREWS W EQUALLY W Z Q 2� I -JOIST SEE PLAN SPACED/CENTERED IN W 0 0 I -JOIST TO OUTSIDE 2 ST02 SECTION HAND RAIL W/ FACE OF JOIST SN.INGLE I JOIST PARALLEL TO FLOOR FLOOR BEAM CONN. SCALE: 3/4"=,'-0" w 3y2" tt 2x4 CONT. TOP PLATE "tl SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR I ATTACH TOP PLATE TO TO STUDS W/ (2) 16d (� STUDS W/ (2) 16d TOE n 31/2 TOE NAILS X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @24" 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. .. OCW/ (2) 12d 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER (NOTCHED 2x6 TOENAILS BOTTOM ATTACH P PLATE TO STUD TO BE p O VERTICAL LOCATIONS).. STUDS W/O2) 6d TOE 32' ATTACHED TO TRUSS Q NAILS '`�` BELOW (OTHERWISE U- NOTCH SILL AND R ATTACH W/ (2) 12d 0 PLYWOOD FLOORING MAX. 0" ABOVE FLOOR TOENAILS @ BOTTOM) 1M TO ALLOW VERTICAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X � � F - 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) o Z Q 0 L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 J J @ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d Cn W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO . , L11TRUSS SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. IMM FLOOR SHEATHING O SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 0 W 0 DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS N.T.S. TO SLIDE DOWN TO W/ (2) Y4"x3" SDS W m FACE OF TRUSS SCREWS EQUALLY 0 = Z 2x4 #2 SPF STUDS '_ �"° SPACED & CENTERED I— V ..J @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS U-1 �- Z 0 2x6 VERTICAL @ 6'-0" TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & "WIDE O.C. MIN. AND @ ANY SDS WOOD SCREWS @ ANY OPENING WEB 0EQUALLY ~ ~ OPENING W/IN ST IFF @ 48" O.C. HANDRAIL KNEEWALL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ FOR VERTICAL TRUSS TO OUTSIDE 3" O.C. NOTE: FACE OF TRUSS STIFFENER TO BE STRUCTURAL ENG: CFG / BED 2x L -BRACE W/ 12drn SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR FLUSH W/ OUTSIDE OF BOTTOM CHORD A DRAFTING: NAILS @ 4" O.C. N.T.S. -STRUCT: JRH (ST03 SECTION HANDRAIL W/ CHECK:cc JO OB No. TM- 2152191 � FLOOR TRUSSES SCALE: 3l4" =,'-0" �' SCALE: AS INDICATED SECTION X -X .r, DATE: 05/09/2016 #16 - 1 458 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. l RECORD COPY #16-1458 l