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HomeMy WebLinkAbout465 Red Rose Ln 17-2090 (a)THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS I MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 200 AMP 5ERVICE, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY I?IMEN810N5 AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZE$ OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN61ON5" OCCUPANCY AND CON5TRUCTION TYPE: ' THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT EXTERIOR WALL ENVELOPE: 298 THORNBROOKE 50 S BUILDER 15 RE5PON515LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.G.-BUILDING 13Y PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE615TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. " CEILING CON5TRUCTION: DAPHENE 111 2600 ELEVATION A 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE$ BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.B. - 5TH EDITION (2014) R10235. EXTERIOR FINI5HE5: GARAGE LEFT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR0510N-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 118 INCH LONG 16 GAUGE STAPLES SPACED ND MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103,62 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014) R103.62.1 WEEP 5CREED6 SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT 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 A5TM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE516TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) R103b.3 WATER RE615TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL TAYLOR MORRISON INCLUDE A WATER RE516TIVE VAPOR PERMEABLE. BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R, 5TH EDITION (2014) R103h.5 OR IN ACCORDANCE WITH ASTM C 926. REDRAW NOTES 06-02-11 CREATED LOT 5PECIFIC PLAN FOR LOT 298, IN THORNBROOKE 50'5, ELEVATION "A" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: UNDER CABINET LIGHTING AT KITCHEN, FRONT DOOR GLA55 INSERT, GARAGE DOOR OPENER, (2) DIMMER5 TO RECE55 CAN LIGHT5 AT MA5TER 5UITE AND FAMILY ROOM, DEDICATED FREEZER OUTLET AT GARAGE, (2) ADDITIONAL OUTLET5 (1) AT FAMILY ROOM AND (1) AT LOFT), (4) RECE55 CANS AT MA5TER 5UITE, (4) RECE55 CANS AT FAMILY ROOM, (4) RECE55 CANS AT DINING ROOM, (4) RECE55 CANS AT DEN, (4) RECE55 CAN5 AT LOFT, (4) RECE55 CANS AT BEDROOM 2, (1) CEILING FAN PRE-WIRE5, (2) IN -WALL WIRE CHA5E5 (FAMILY ROOM AND LOFT), 9' POCKET 5.G.D. AT FAMILY ROOM, DOUBLE FRENCH DOORS TO DEN, VENT MICRO/HOOD TO OUT51DE, R-38 CEILING INSULATION, ADD VALVE FOR HAND HELD 5HOWER HEAD AT MA5TER 5UITE AND BATH 2, LAUNDRY TUB ROUGH -IN, OBSCURE GLA55 AT MA5TER 5UITE, AND 5HOWER ILO TUB AT BATH 2, 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 $F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODE$, IF THERE 1$ N0 ACCE56 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF TWAT PARTICULAR ROOM PLAN REVISIONS DRAWING INDEX FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTION$, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, A N 2. APPROVED CORRO5ION-RE615TANT 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 COV - GENERAL NOTES, INDEX, SPECI FIC TIO S THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE 1 - SLAB INTERFACE PLAN 2A1 - MAIN FLOOR PLAN NOTES 2A2 - MAIN FLOOR PLAN DIMENSIONS 2B1 - UPPER FLOOR PLAN NOTES 2B2 - UPPER FLOOR PLAN DIMENSIONS 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 - FRONT ELEVATION 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 - FLASHING DETAILS 3A4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE 1NNE11ffVG DIVlSfON A PC PlMft 1881JED SHALL BE CONSTRUED TO BE A LICFNGC To PROCEED WITH THE WORK AND NOT AS r'iUIU)RIT`t TO VIOLATE, CANCEL, ALTER OR SET A§bibE ANY OF THE PROVISIONS OF THE TECHNICAL CdO�§, NOR ;SHALL:: ISSUANCE OF A PERMIT PREVENT r4 80LOING OFFICIAL FROM THEREAFTER 't-' rhlNNG,ACOAR16CTION+OFERRORS INPLANS, d6N ST4(JCT1IONI On VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verifies' at Slab Inspection #17-2®90 Upt)SAAf INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN6TRUCTION5. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE, FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RE516TANCE OF ASPHALT SHINGLE$.- ASPHALT SHINGLE$ SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND 8905.2,61 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF $LOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE Il, A5TM D 4869, TYPE IV OR ASTM D 6151 I6 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS; OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAeD 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF 845115,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL06ER TUB AND 5HOWER ARE45: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF $OIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U5ING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOUN5POUT5 SHALL D15CHARGE 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 LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES $HALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR; AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING $PACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL $IDE TO SERVICE AN APPLIANCE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDEN54TE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED iN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D16CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN61DE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE661BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 11THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 13005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5115ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 09-29-2016 JOB NUMBER 27002.21 CAD FILE NAME LOT 298 x 06-02-17 REVISED C U ro 0 J �10� ,+ N� h V/l oN(~7�, T L >&j 04 L L � � LL 00 C10 h ... o 0 can E FL =ro N 0 o�roti z G ° JOB NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED -,�� �,-�-- EST. 1994 • TITLE • COVER SHEET GENERAL NOTES • SHEETcov �--- • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, F• DRmA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEFL. -,�� �,-�-- EST. 1994 • TITLE • COVER SHEET GENERAL NOTES • SHEETcov �--- • Imi 31-6116'-6" 31-6116-6" A/C PAD NO.2 '�° A/C PAD N0. I. (VERIFY (VERIFY LOCATION) LOCATION) 1'-4" PAVER DRIVE / LEAD WALK SLAB INTERFACE PLAN GARAGE 27002.214 CAD FILE NAME LOT 298 x ro w 06-02-17 REVISED EST. 1994 U Loo Lo O J hW 8.. 8.. 8.. 8 N 00(�W G.C. VERIFY ACRYLIC N co Lw ON LANAI ` L n�E 00o° �:J �0 �r 15'-0" 8.. V-2 3'-4 8" 11'-2" a, E �-t �6 LN. o o }� Zr�� ELEVATION RECE 5 FOR POCKET SLIDER H.B. PROVIDE CONDUIT / n IN 5LA5 FOR 15LAND ELECTRIC / 0/� m 7� M IIII REFERENCE ELEVATION_ PROVIDE WATER (+) 0' 0" LINE FOR ICE MAKER r---:3 r---, IREF. I LT— J LINE OF TILE SEAT ABV. ELEVATION I / M l) 0'-4" = -�� PED - "I(, 5HOWER — — — r7 RECE55 31-6„ n, 3'-1" 4'-6" 24'-4" ��GARDEN G �� N F OPT. 70PT. 1 \TUB N / 4 .� ( DRYER I I WASHER / 50 GAL. W.H. / -- L.T. ELEVATION HEAD/ ^- / ROUGH -IN (-) 0'.4" VALVE LL 8' 0„ 14'-0" HAND HELP ELEVATION PAVERS - SHOWER HEAD/ l.) 0'-4° VALVEZ a G.C. VERIFY LOCATION o FOR HAND HELD SHOWER HEAP AND VALVE I I I I I L__I L_ - TAPERED IL COLUMN ABV, (TYP.) v? 6'-6" 10'-4" 1'-2" 8" 20'-8" 8" 18'-0" ELEVATION - (+)0,-0" ELEVATION m n, (+) 0'-0" AA 3A2 H.B. ELEVATION �iz- v�u 11/2" RECE65 FOR GAR DR PAVER DRIVE / LEAD WALK SLAB INTERFACE PLAN GARAGE JOB NUMBER 27002.214 CAD FILE NAME LOT 298 x ro w 06-02-17 REVISED EST. 1994 U Loo Lo O J hW ci N 00(�W N co Lw >;J� ` L n�E 00o° �:J �0 �r 0 � 0 E �-t �6 LN. o o }� Zr�� JOB NUMBER 27002.214 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED EST. 1994 • TI TLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 • TI TLE • SLAB INTERFACE PLAN • SHEET • II II J V ILL_ 1 ALL EMERGENCY E5CAPE AND RE5CUE OPENINGS SPALL COMPLY WITH 8310 PER R5.C.R. - 5TH EDITION (2014), CLEAR OPENING HEIGHT5. IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55A6E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 3' 6'1x31 611 3'4"64" A/C PAD NO.2 A/C PAD NO. I (VERIFY (VERIFY LOCATION) LOCATION) T.OM, T.OM. © T.OM. TOM, 91.411 9'-411 914 11 V-411 AFF. AFF. A.F.F. A.F.F. BOTT. LINTEL - - - - - - - - - - - -'- � 5077.OF LINTEL � - � BOTT. OF LINTEL - - - - OF 1 REFER TO 5HEET I AT 8411 AFF, AT V-0" AFF, AT 841' AFF, 2A2 FOR MAIN FLOOR PLAN W/DIMENSIONS I I G.c, VERIFY ACRYLIC LANAI 1 L BOTT. OF LINTEL ON LANAI 40'-0"x10'-0" I Lu AT V.0" AFF, 9'-4" PLT. HT. '- T.OM. T.O.M. . TA.O.F.MF. . 9T.'O-4M" . 9 4 V-41' 9-0x8.0TEMP:ER PKT. ELI� IIII cao N.B. 3 - 26 5H. I 2 - 26 5H. HD. AT V-0" HD, AT 84" �o 2 5TORY 91.4" BRKFSTti VOLUME (CLG. 10'-10"x8'-9" CPT` TILE 9'-4" FLAT CLG. o. ca 36" H. MASTER SUITE FAMILY ROOM S COUNTERTOP (5EE DETAIL 11'-9"x15'-1" 15'-9"x18'-11" 34" H. ON 514T. 2C) o 9'-4" FLAT CLG. 2 -STORY VOLUME I KNEE tH WALL W NOTE: / i o „ ALL INTERIOR / / VENT HOOD AND } ANGLED WALLS p I MICRO TO EXTERIOR 6 W ARE AT 45° (U.N.O.) i O E 0, � ARCH FROM > V-0" TO 8'-811 >- - �\ o O - _ 0 © LINE OF SECOND FLOOR ABV. _ I O KITCHEN R/S � � 4" o v 36" H. CONTINUOU5 I — 9'-4" FLAT CLG. CLG. GRASPABLE g1 411 I I RAILING CLG. I I 2 8x6 8 = TUM OUT CPT. TILE 30" UPPER 6, � STAIR DATA: CABINETS I � V-4" R/S lb IV° 91.4.1 a o � CLG 1453 TYPICAL MASONRY UFf=ER FLOOR 1141 WINDOW SCHEDULE TOTAL LIVING 2600 WINDOW WIDTHS GARAGE 411 5.F. 2011 2111 3 111 5311 144 S.F. WINDOW CALL -OUTS o S.F. U >JM � LL � 2611 � �= ti J O 12 5H 1/2 32 51-1 22 5H 32 5H W U. � 6 _ w N 0. t0 6. (j)roh 0 Zry = 39" © 13 514 1/2 33 5H 23 5H 33 5H LU E 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H f --r Z_ 1211 3: 16 514 1/2 36 514 1 26 514 36 5H G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, to WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLANS FOR 5TYLE OF WINI)OW USED (51NGLE HUNG -5H; CA5EMENT- C5MT, OR FIXED GLA55- F.G.) CLEAR OPENING HEIGHT5. IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55A6E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 3' 6'1x31 611 3'4"64" A/C PAD NO.2 A/C PAD NO. I (VERIFY (VERIFY LOCATION) LOCATION) T.OM, T.OM. © T.OM. TOM, 91.411 9'-411 914 11 V-411 AFF. AFF. A.F.F. A.F.F. BOTT. LINTEL - - - - - - - - - - - -'- � 5077.OF LINTEL � - � BOTT. OF LINTEL - - - - OF 1 REFER TO 5HEET I AT 8411 AFF, AT V-0" AFF, AT 841' AFF, 2A2 FOR MAIN FLOOR PLAN W/DIMENSIONS I I G.c, VERIFY ACRYLIC LANAI 1 L BOTT. OF LINTEL ON LANAI 40'-0"x10'-0" I Lu AT V.0" AFF, 9'-4" PLT. HT. '- T.OM. T.O.M. . TA.O.F.MF. . 9T.'O-4M" . 9 4 V-41' 9-0x8.0TEMP:ER PKT. ELI� IIII cao N.B. 3 - 26 5H. I 2 - 26 5H. HD. AT V-0" HD, AT 84" �o 2 5TORY 91.4" BRKFSTti VOLUME (CLG. 10'-10"x8'-9" CPT` TILE 9'-4" FLAT CLG. o. ca 36" H. MASTER SUITE FAMILY ROOM S COUNTERTOP (5EE DETAIL 11'-9"x15'-1" 15'-9"x18'-11" 34" H. ON 514T. 2C) o 9'-4" FLAT CLG. 2 -STORY VOLUME I KNEE tH WALL W NOTE: / i o „ ALL INTERIOR / / VENT HOOD AND } ANGLED WALLS p I MICRO TO EXTERIOR 6 W ARE AT 45° (U.N.O.) i O E 0, � ARCH FROM > V-0" TO 8'-811 >- - �\ o O - _ 0 © LINE OF SECOND FLOOR ABV. _ I O KITCHEN R/S � � 4" o v 36" H. CONTINUOU5 I — 9'-4" FLAT CLG. CLG. GRASPABLE g1 411 I I RAILING CLG. I I 2 8x6 8 = TUM OUT CPT. TILE 30" UPPER 6, � STAIR DATA: CABINETS I � V-4" R/S lb IV° 91.4.1 a o � CLG I$ RISERS AT 1.31" EACH p 10.0011 TREAD5 CLG.- - 2-0x6-8 I I OPT. REF, 24" DEEP I w O.N.C. l2) I -6x6-8 R/S - vI I - CLG. 2-8x6 8 - - - '��� _., � -1 CLG. FLAT HEADER - TILE CPT. n AT V-011 M. BATH 9 4 PWDR. — — 9'-4" .CLG. CLG. 11 IS" H. I 5 5H. ARCH FROM TILE SEAT PE -,8 0 TO V-8" 34" H 2 8x6 8 I W.C. LAV. LOW WALL TEMP. GL5.ON _ _ A I I DINING UNDER 42" LOW WALL �ro 4 2C I I 11'-0"x10'-9" COUNTERTOP O Q+ I TILE GPT. 9 -4 FLAT CLC. J TUB DECK CLG.+�0� I ,i✓ �I o UTIL. I I CLG. I TILE GARDEN SHOWE I�OPT. -I rOPT. -I Oa( CLG. TUB HEAD/ I DRYER I I WA5HER I +- Q 2 - 26 5H, N a VALVE HD. AT 8'-0" .16 � a � o X M ' w 50 GAL. W.H. IN5ULATE J L,T. - 1 FLU5H FRAME CROWN STANDA 1-0" TO FURRING RD FLAT HEADER WALL � ROUGH -I A.N. GI/ / f/ pEN ER SOFFIT BOTT. IN FOYER AT S'-4" AFF. I HANDHELD / AT 8'-0" AFF, 5HOWER HEAD/ PORCH VALVE HAN5EN 18'-0"x8'-0" LHE VERIFYLOCATION BOX 9'-4" PLT. HT. PAVER5 HAND HELD 5HOWER ANGLED SOFFIT - DANpVALVE VALVE DETAIL ON -------------`-'-"`-' (CENTER ON DR ON DRYER 24'6-0" / VENT) SOFFIT FOR FLAT HEADER FLAT HEADER A/C DUCT �� - - - - -TAPERED BOTTOM AT _ AT 8 -4 AFF. AT 8 -4 AFF. GARAGE COLUMN 9141 I — 20' -8"x21' -o" AA (5EE ELEV.) L` — _ _ — - J 9'-4" PLT. HT. 54"x22" ATTIC ACCE55 3A2 G.C. VERIFY GLA55 REFER TO 5HEET INSERT FOR FRONT 2A2 FOR MAIN FLOOR I- - —------------------ -I DOOR. PLAN W/DIMEN51ON5 LINE OF GARAGE DOOR IN OPEN P051TION o G.G. VERIFY FOR R-38 CEILING IN5ULATION N.B. i 16-00-0 O.H. GARAGE DOOR I T.O.M. PAVER DRIVE / LEAD WALK V-411 AFF. HATCHING LEGEND IN5ULATE WALL MAIN FLOOR 1453 5.F. UFf=ER FLOOR 1141 S.F. TOTAL LIVING 2600 S.F. GARAGE 411 5.F. LANAI 400 S.F. PORGN 144 S.F. 0 o S.F. U >JM � LL O O � �= ti J O 0: C0 U. � 6 _ w N 0. t0 6. (j)roh 0 Zry 2 5TO Y LANDING 11 LU E I$ RISERS AT 1.31" EACH p 10.0011 TREAD5 CLG.- - 2-0x6-8 I I OPT. REF, 24" DEEP I w O.N.C. l2) I -6x6-8 R/S - vI I - CLG. 2-8x6 8 - - - '��� _., � -1 CLG. FLAT HEADER - TILE CPT. n AT V-011 M. BATH 9 4 PWDR. — — 9'-4" .CLG. CLG. 11 IS" H. I 5 5H. ARCH FROM TILE SEAT PE -,8 0 TO V-8" 34" H 2 8x6 8 I W.C. LAV. LOW WALL TEMP. GL5.ON _ _ A I I DINING UNDER 42" LOW WALL �ro 4 2C I I 11'-0"x10'-9" COUNTERTOP O Q+ I TILE GPT. 9 -4 FLAT CLC. J TUB DECK CLG.+�0� I ,i✓ �I o UTIL. I I CLG. I TILE GARDEN SHOWE I�OPT. -I rOPT. -I Oa( CLG. TUB HEAD/ I DRYER I I WA5HER I +- Q 2 - 26 5H, N a VALVE HD. AT 8'-0" .16 � a � o X M ' w 50 GAL. W.H. IN5ULATE J L,T. - 1 FLU5H FRAME CROWN STANDA 1-0" TO FURRING RD FLAT HEADER WALL � ROUGH -I A.N. GI/ / f/ pEN ER SOFFIT BOTT. IN FOYER AT S'-4" AFF. I HANDHELD / AT 8'-0" AFF, 5HOWER HEAD/ PORCH VALVE HAN5EN 18'-0"x8'-0" LHE VERIFYLOCATION BOX 9'-4" PLT. HT. PAVER5 HAND HELD 5HOWER ANGLED SOFFIT - DANpVALVE VALVE DETAIL ON -------------`-'-"`-' (CENTER ON DR ON DRYER 24'6-0" / VENT) SOFFIT FOR FLAT HEADER FLAT HEADER A/C DUCT �� - - - - -TAPERED BOTTOM AT _ AT 8 -4 AFF. AT 8 -4 AFF. GARAGE COLUMN 9141 I — 20' -8"x21' -o" AA (5EE ELEV.) L` — _ _ — - J 9'-4" PLT. HT. 54"x22" ATTIC ACCE55 3A2 G.C. VERIFY GLA55 REFER TO 5HEET INSERT FOR FRONT 2A2 FOR MAIN FLOOR I- - —------------------ -I DOOR. PLAN W/DIMEN51ON5 LINE OF GARAGE DOOR IN OPEN P051TION o G.G. VERIFY FOR R-38 CEILING IN5ULATION N.B. i 16-00-0 O.H. GARAGE DOOR I T.O.M. PAVER DRIVE / LEAD WALK V-411 AFF. HATCHING LEGEND IN5ULATE WALL MAIN FLOOR 1453 5.F. UFf=ER FLOOR 1141 S.F. TOTAL LIVING 2600 S.F. GARAGE 411 5.F. LANAI 400 S.F. PORGN 144 S.F. TOTAL 50. FT. 3&21 S.F. fur • JOB NUMBER rrrrurr 27002.219 K W w LOT 298 ISSUED r1.0 V to r O 0 J N- 0 c1l dl� N L >JM � LL O O � �= ti J O 0: C0 U. � 6 _ w N 0. t0 6. (j)roh 0 Zry 11 fur • JOB NUMBER rrrrurr 27002.219 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED MAIN FLOOR PLAN NOTES_ GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES el A II 2A1 II IIS DAVIS BEWS. DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVM -� EST. 1994 MAIN FLOOR PLAN NOTES_ GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES el A II 2A1 II IIS 11 40'-0" 11.4' REFER TO 5HEET 2A FOR MAIN FLOOR PLAN W1 NOTES 3' 0" 161-011 M.O. 221-0" REFER TO 5HEET 2AI FOR MAIN FLOOR PLAN W1 NOTES x ro to C U ro 0 0 �,. am L to 0 0 .w E o�Cn 1 s = ;"_ m o LtP_ 0 ..- n ZZ20md • JOB NUMBER 27002.214 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED -- — — — — — _.-..--- -- -- ----- -- `� I Nee QII QII LANAI w 9'-211 M.O. 3'-411 1511.1 8'-611 2'4" � cn 1 I 'v BRKFST 151-911 3'-311 21-111 b'-211 , FAMILY ROOM MASTER SUITE , OPT. GOURMET M j O `I KITCHEN (5EE PARTIAL PLAN ON 5HEET2DI) / r 0 11.011 N -' v - 0 � - KITCHEN I I 3 .111 bI � 34 8 31-411 21-bII 2I-1II m I r r - __ PWDR —— 4'_111. I1 `III 21 bll M — r; 5'-81� I 'i'r1 L f _ 1CJ IC! _ BATH - __. - - - II AN OM. I I DINING b1-411 `� 11_Q.1 31_bll b1_211 31.811 8 5'-811 `" ( ( 121-411. UTIL, Cr 0 — _ L L_ _J -_ Lji 8" 4'-b" M.O. b' -b" b'-4" I— � I / JIzzI PORCH 2'-/1JI I s 21-411 � — — — — — — — — — — - — — - — — — —� GARAGE IS' -011 i — --— -----------------� I I 3' 0" 161-011 M.O. 221-0" REFER TO 5HEET 2AI FOR MAIN FLOOR PLAN W1 NOTES x ro to C U ro 0 0 �,. am L to 0 0 .w E o�Cn 1 s = ;"_ m o LtP_ 0 ..- n ZZ20md • JOB NUMBER 27002.214 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED OLDSMAIt, FLORIDA 39677 • JOB NUMBER 27002.214 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED OLDSMAIt, FLORIDA 39677 DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST $13.925.1300 TEL $13.925.1$00 FAX W W W.L�AVLSBEWS.COM .TAMPA •DENVER. �-� EST. 1994 MAIN FLOOR PLAN DIMENSIONS GARAGEAL LEFf • T1 TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • OLDSMAIt, FLORIDA 39677 MAIN FLOOR PLAN DIMENSIONS GARAGEAL LEFf • T1 TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R, - 5TH EDITION (2014), * * * * * * * CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 ---------------- 1--T------------- -------------.._ ----- I I I 2x6 2x 2x 24 FRAME FRAME FRAME FRAME WALL WALL WALL WALL I I I i I 1-11 3050 5H, 3. 2036 F.G. 3rAT 211 HD, AT T-2" HD. AT 18'-2" H5EGRE55 ABV. MAIN FF. *S REFER TO SHEET 252 FOR UPPER FLOOR PLAN W/ DIMENSIONS BEDROOM 2 BEDROOM 3 11'-11"x10'-6„ 10'-8"x10'-2" 9'-0" FLAT CLG. 9'-0" FLAT CLG. PROVIDE PANZOPEN AND DRAIN 5-0x6-8 6-0x6-8 UNDER AHTO BI -PASS .. 51-PA56 BELOW ---._...._._. -- R/5 R/S " i AH— 2-8x6-6 42" H. ro SNOWER HEAD<CUR55HOWER LOW WALL HAND HELP vALVSHOWERHEAD/ 4"— TILE ,FCPT. g' -m' BATH 3 VALVE TEMP. 51-PA56*--ARCH FROM CLG. 2-6x6-8 9'-0" G.C. VERIFY LOCATION � 5 SH. I I T-8" to 8'-4" 42" H CLG, FOR HAND HELD SHOWER BATH 2 CPT, TILE HEAD AND VALVE 9'-m" lb - I i LOW WALL rT ARCH1 ROM , , M,c, ax6 ExTERIOR GPT. 9' m" .CLGto 8' 4" I WCFRAME WALL lUN.0,1 M.C, — R/S 2-4x6-8 PKT, LANDING i - — — v 5.0x6-8 LOW WALL BI PASS � n OPT. RAILING DEN LOFT l l -11x13 -2 '5, 9-0 FLAT CLG. 9'-0" FLAT CLG. BEDROOM 4 10'--8„x12'-6” 36" H. CONTINUOUS 9'-0" FLAT CLG. GRASPABLE RAILING 2x6 EXTERIOR FRAME WALL (UN.O.) w 3050 SH. 2050 SH: 3050 SH. HD, AT 1'-2" HD, AT T-2" HD. AT T-2" * EGRE55 I I i I I I I I I I I II �-I F-1 L- I L_ _J --------- ------------- I I i I I AA 3A2 REFER TO SHEET 252 FOR UPPER FLOOR PLAN W1 DIMENSIONS I G.C. VERIFY FOR R-38 CEILING INSULATION ( I I I F --------------- --------------I I UPPER F PLAN NOTES GARAGE LEFT TYPICAL WOOD FRAME x m w WINDOW SCHEDULE 150 STATE STREET EAST OUXMM, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W,DAVLSBEW&COM TAMPA • DENVER. EST. 1994 F.=— WINDOW WIDTHS 0oN. 20" 24" 36" 4all n o� WINDOW CALL -OUTS z N M 4 y , ( 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 RG. Lu L LL 0 0 �° n = 24" 0 0 1820 RG, 2020 F.G. 3020 F.G. 4020 F.G. J � ;:c4 0- 0 Zr� 0 36" 1830 5H 2030 514 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H '—' z 60" s 1850 5H 2050 5H 3050 5H 4050 514 12" 1860 514 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, uj WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 8MANUFACTURER AND 5PECIFICATION5. Zz REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -SH, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 ---------------- 1--T------------- -------------.._ ----- I I I 2x6 2x 2x 24 FRAME FRAME FRAME FRAME WALL WALL WALL WALL I I I i I 1-11 3050 5H, 3. 2036 F.G. 3rAT 211 HD, AT T-2" HD. AT 18'-2" H5EGRE55 ABV. MAIN FF. *S REFER TO SHEET 252 FOR UPPER FLOOR PLAN W/ DIMENSIONS BEDROOM 2 BEDROOM 3 11'-11"x10'-6„ 10'-8"x10'-2" 9'-0" FLAT CLG. 9'-0" FLAT CLG. PROVIDE PANZOPEN AND DRAIN 5-0x6-8 6-0x6-8 UNDER AHTO BI -PASS .. 51-PA56 BELOW ---._...._._. -- R/5 R/S " i AH— 2-8x6-6 42" H. ro SNOWER HEAD<CUR55HOWER LOW WALL HAND HELP vALVSHOWERHEAD/ 4"— TILE ,FCPT. g' -m' BATH 3 VALVE TEMP. 51-PA56*--ARCH FROM CLG. 2-6x6-8 9'-0" G.C. VERIFY LOCATION � 5 SH. I I T-8" to 8'-4" 42" H CLG, FOR HAND HELD SHOWER BATH 2 CPT, TILE HEAD AND VALVE 9'-m" lb - I i LOW WALL rT ARCH1 ROM , , M,c, ax6 ExTERIOR GPT. 9' m" .CLGto 8' 4" I WCFRAME WALL lUN.0,1 M.C, — R/S 2-4x6-8 PKT, LANDING i - — — v 5.0x6-8 LOW WALL BI PASS � n OPT. RAILING DEN LOFT l l -11x13 -2 '5, 9-0 FLAT CLG. 9'-0" FLAT CLG. BEDROOM 4 10'--8„x12'-6” 36" H. CONTINUOUS 9'-0" FLAT CLG. GRASPABLE RAILING 2x6 EXTERIOR FRAME WALL (UN.O.) w 3050 SH. 2050 SH: 3050 SH. HD, AT 1'-2" HD, AT T-2" HD. AT T-2" * EGRE55 I I i I I I I I I I I II �-I F-1 L- I L_ _J --------- ------------- I I i I I AA 3A2 REFER TO SHEET 252 FOR UPPER FLOOR PLAN W1 DIMENSIONS I G.C. VERIFY FOR R-38 CEILING INSULATION ( I I I F --------------- --------------I I UPPER F PLAN NOTES GARAGE LEFT • JOB NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 08-02-17 REVISED x m w 150 STATE STREET EAST OUXMM, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W,DAVLSBEW&COM TAMPA • DENVER. EST. 1994 F.=— U 00 0oN. n o� N M 4 y , L >5Jm L LL 0 0 �° n 0 0 3�E t�:rn ;:c4 0- 0 Zr� • JOB NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 08-02-17 REVISED u CL_ co ® co r, r U- Ln ®®a®1"otttrt ..-� . 4Cr us U- C)e r �e O• Z .® O .• ��,e® ®ttt111111 M Z W 00Im O N 2 6 0 0 • TITLE • UPPER FLOOR PLAN NOTES • SHEETv "mmmmmmi • SCALE: 1/4" - l' -0"2B1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMM, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W,DAVLSBEW&COM TAMPA • DENVER. EST. 1994 F.=— u CL_ co ® co r, r U- Ln ®®a®1"otttrt ..-� . 4Cr us U- C)e r �e O• Z .® O .• ��,e® ®ttt111111 M Z W 00Im O N 2 6 0 0 • TITLE • UPPER FLOOR PLAN NOTES • SHEETv "mmmmmmi • SCALE: 1/4" - l' -0"2B1 F REFER TO SHEET 2131 FOR UPPER FLOOR PLAN W1 NOTES a r UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT — -- --------- — — — — — — — — —— ------ NI 0) ON0M N r= L >'=Jc�n I ..� 0coc0 ELL,-- 0 � I 6, - L co), 0 4+ 70 04 411 �' � I 3'-211 13'-211 4'-411 4'-411 II' -10° _ 31.211 BEDROOM 2 BEDROOM 3 3141 1'-10" n N B `r Ell cn BATH 3 BATH ( � F� 5' 6.. 2 3'-9.. "' 3.0 6" 10'-0° "' 5'-9" 3'-8° 2'_4.. 5111 .6 I DEN LOFT BEDROOM 4 3'-2" n, 16'-6" I I 7 16'-0" //� 4'-0" i I I 40'-m° I I F-1 I L _J --- I -------------------� I I REFER TO SHEET 2131 FOR UPPER FLOOR I I I I PLAN W1 NOTES I I1 �------------- --_--------- I I I I -� UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 27002.219 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED x ro w DAVIS BEWS DESIGN GROW U Lo r0 e� EST. 1994 0 .j N c' NI 0) ON0M N r= L >'=Jc�n 000 a n °�i10 ..� 0coc0 ELL,-- 0 � L � ,fid N L co), 0 4+ 70 04 JOB NUMBER 27002.219 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED u..i CL co ro 00 Z Co Ln I 'o • Q Or • � = 00* Z sallrra 00 ON r**4 i� 0 26001 • TI TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROW 150 STATE STREET- EAST OUXMA& MOMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E)E gVER e� EST. 1994 u..i CL co ro 00 Z Co Ln I 'o • Q Or • � = 00* Z sallrra 00 ON r**4 i� 0 26001 • TI TLE • UPPER FLOOR PLAN DIMENSIONS TRU55E5 a ATTIC ACCESS DETAIL _ 5CALE: 1/2" : C-0" :��_51/4"CROWN G.C. VERIFY MOULDING SWIM A5 SMOOTH FINISH W1 3/4" PLYWD. 5EMI GLO55 PAINT EST. 1994 a — 31/4" BA5E `BD. (0443) DECKING DECKING OPEN CA51NG > J CO) 2x 6TUD5 (PER L 6 cl LL 5TD, -•-I" N051NG PLAN) :��_51/4"CROWN G.C. VERIFY MOULDING SWIM A5 SMOOTH FINISH W1 3/4" PLYWD. 5EMI GLO55 PAINT EST. 1994 a — 31/4" BA5E `BD. (0443) FOYER ARCH ASCALE: 1/4": 1'-0" 5TAIR NOTES: RAILING BALUSTERS SHALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENING5 FORMED BY THE R15ER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A 5TAIRJAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A 5PHERE OF 6 INCHE5 CANNOT PA55 THROUGH OPENING5 FOR REQUIRED GUARD5 ON THE 51DE5 OF STAIR TREAD5 5NALL NOT ALLOW A SPHERE 4 3/8 INCHE5 TO PA55 THROUGH HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS SHALL BE RETURNED OR $HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5: HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5, CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA CEILING 4" DIA. e DRYER DUCT DRYER VENT DETAIL 5CALE: 1/4" = II.O" ALL GUARDRAIL5 AND HANDRAILSTO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION (2014). 42" W LOW WALL CTOTALL� G.C. VERIFY 3/4" PLYWD, SWIM A5 POP-UP OUTLET5 3/4" PLYWD. REQ'D. EST. 1994 a — DECKING DECKING 1" CA51NG > J CO) 2x 6TUD5 (PER L 6 cl LL 5TD, -•-I" N051NG PLAN) FLOOR BA5E FLOOR 5Y5TEM CABINET 1/16" 0.5:8. cmcm a++p 6. Q) BACKING 16-1 5Y5TEM 1/2" DRYWALL CALI. TOP 5CALE: 1/2": 1'-0" 5TAIR NOTES: RAILING BALUSTERS SHALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENING5 FORMED BY THE R15ER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A 5TAIRJAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A 5PHERE OF 6 INCHE5 CANNOT PA55 THROUGH OPENING5 FOR REQUIRED GUARD5 ON THE 51DE5 OF STAIR TREAD5 5NALL NOT ALLOW A SPHERE 4 3/8 INCHE5 TO PA55 THROUGH HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS SHALL BE RETURNED OR $HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5: HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5, CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA CEILING 4" DIA. e DRYER DUCT DRYER VENT DETAIL 5CALE: 1/4" = II.O" ALL GUARDRAIL5 AND HANDRAILSTO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION (2014). 42" W LOW WALL CTOTALL� UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALL$, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W11/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 STAIR SECTION 5CALE: 1/4": P-0II PLAN DETAILS- 5CALE: I/4" : I'-0" GARAGE LEFT 3/4" PLYWD, DAVIS BEWS DESIGN GROVP 3/4" PLYWD. TAMPA E>EIWER. EST. 1994 a — DECKING DECKING > J CO) L 6 cl LL FLOOR -•-I" N051NG FLOOR FLOOR FLOOR 5Y5TEM 5Y5TEM BEYOND —" _ cmcm a++p 6. Q) SYSTEM (TYPJ 10,00" 5Y5TEM (TYP.) BEAM / BEAM I RAILING Ix - TREAD5 10,001,(TYP.) 2x8 J015T `" AND R15ER5 ul ITYP.) i 2x 2x8 4 STRINGERS LEDGER a �w 2x - TREAD5 -�. (2) 2x8 _ _ _ 5EAM5 L — — = TO MA5TER u AND Ix RISERS (2) 2x8 a' STAIR TURNS _ _ _ SUITE I" N051NG BEAM5 -�- 90° (TYPJ (TYPJ � _ 2x STRINGER5 STORAGE UNDER 5TAIR5 5TAIR5 IN 8 TREAD5 AT 10.00" EACH LANDING 1 T 8 TREAD5 AT 10.00" EACH LANDING FOREGROUND UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALL$, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W11/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 STAIR SECTION 5CALE: 1/4": P-0II PLAN DETAILS- 5CALE: I/4" : I'-0" GARAGE LEFT JOB III NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 06-02-17 REMISED x ro DAVIS BEWS DESIGN GROVP U too TAMPA E>EIWER. EST. 1994 a — C0NW N ON(qM > J CO) L 6 cl LL o a J ^O 0 ro C O _� E6 cmcm a++p 6. Q) 0 - p T JOB III NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 06-02-17 REMISED UA Lo CL fl–., 00 00 � N �` V) Ln 0 Z Z r _ ul NN O 04,40 ®�rra►rllll ®®®i a' - •�a 06 • ✓ Zr Z O V)O 00 ce ON 0N J F>m O Q 2600 TI TLE • • PLAN DETAILS • SHEET • 2C • DAVIS BEWS DESIGN GROVP 160 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA E>EIWER. EST. 1994 a — UA Lo CL fl–., 00 00 � N �` V) Ln 0 Z Z r _ ul NN O 04,40 ®�rra►rllll ®®®i a' - •�a 06 • ✓ Zr Z O V)O 00 ce ON 0N J F>m O Q 2600 TI TLE • • PLAN DETAILS • SHEET • 2C • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING �s NOTE: I HI5 IDC I AIS. OHLAVW I HC 1 1 I-'I(.AL I HlL NVr­7� OF ALL RA15ED TEXTURED FINISH BANDING o� AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING NEIGNT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F5,CR - 5TH EDITION (2014) R312,2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F,B.C.R - 5TH EDITION (2014) R3122 12 6� ROUNDED TOP FOR WATER RUN-OFF PRE-FIN15HED e 5TYROFOAM OR EQUAL BRACKET 4" FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL 12 a 6 SHINGLE ROOF G.C. VERIFY ALUMINUM OVER 2X6 SUB FASCIA (TYPICAL) PLT, HT: ----- 4" BANDING (TYP.) STUCCO DECORATIVE FINISH FIXED SHUTT (TYP,) STUCCO j� FIN15H LSHINGLE - SECOND F.F. ROOF?T.o.M, 6" BANDING I'-4'• 5Q. 7 00 E rTEXTURED FINISH SMOOTH STUCCO FIN15H MAIN F.F. LINE _ - - - - MAIN F.F. LINE TEMP. GRADE LINE GRADE LINE 51DE LT. (ASSUMED) (ASSUMED) ERIFY GLASSFRONE ELEVATION INSERT FOR FRONT DER SCALE: 1/4" - I'-0" SCALE: 1/2" - I'-0" -s 2.. 4" 51/4" CROWN MOULDING I" TYP. WINDOW/ DOOR TRIM DETAIL SCALE: I/2" = I'-0" ELEVATION "A" GARAGE LEFT STUCCO PLT, HT.- FINISH DAVIS BEWS DESIGN GROVP 4" BANDING U N00 (TYP.) 0 -1 N o) DECORATIVE DECORATIVE FIXED SHUTTERS BRACKET (SEE DECORATIVE 9 (TYP. DETAIL) (TYP.) I GABLE: LOUVER �Ir N m - I r 12 12 L > j L° 6" TRIM 51). - IU. „L' • 00 roe h J D O 10°.._ Y-10" SECOND F.F. LINE --? " = t0 C T. SHINGLE ROOF -► a z 6" BANDING h O Z 0 COACH LIGHT (TYP.) TEXTURED FIN15H Q 4 ROUNDED TOP FOR WATER RUN-OFF PRE-FIN15HED e 5TYROFOAM OR EQUAL BRACKET 4" FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL 12 a 6 SHINGLE ROOF G.C. VERIFY ALUMINUM OVER 2X6 SUB FASCIA (TYPICAL) PLT, HT: ----- 4" BANDING (TYP.) STUCCO DECORATIVE FINISH FIXED SHUTT (TYP,) STUCCO j� FIN15H LSHINGLE - SECOND F.F. ROOF?T.o.M, 6" BANDING I'-4'• 5Q. 7 00 E rTEXTURED FINISH SMOOTH STUCCO FIN15H MAIN F.F. LINE _ - - - - MAIN F.F. LINE TEMP. GRADE LINE GRADE LINE 51DE LT. (ASSUMED) (ASSUMED) ERIFY GLASSFRONE ELEVATION INSERT FOR FRONT DER SCALE: 1/4" - I'-0" SCALE: 1/2" - I'-0" -s 2.. 4" 51/4" CROWN MOULDING I" TYP. WINDOW/ DOOR TRIM DETAIL SCALE: I/2" = I'-0" ELEVATION "A" GARAGE LEFT • JOB NUMBER 27002.21$ CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED • x DAVIS BEWS DESIGN GROVP U N00 EST. 1994 F�� 0 -1 N o) NON�M �Ir N m - I L > j L° IU. „L' • 00 roe h J D O rr� o W C p " = t0 C > C4 ro h O Z 0 • JOB NUMBER 27002.21$ CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED U4 L ®. to co 0 Z J r. V)C co Ln ®®®d111119►/® . GO co ® J co • d �- •0- ®� ► ®®s'lllflllddd Z 0 o� 0 ON 0 0 N r.•.�rr.�rn�rni�r"•rmrpnrr� 2600 • 77TLE • FRONT ELEVATION DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MA& FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W WJDAVLSBEWS.COM TAMPA +DENVER EST. 1994 F�� U4 L ®. to co 0 Z J r. V)C co Ln ®®®d111119►/® . GO co ® J co • d �- •0- ®� ► ®®s'lllflllddd Z 0 o� 0 ON 0 0 N r.•.�rr.�rn�rni�r"•rmrpnrr� 2600 • 77TLE • FRONT ELEVATION DETAILS • SHEET • ------------- ------ - I LANAI ROOF VENT REQUIREMENTS I I I y� i VENTILATION CALCULATIONS 4:12 �R 4:12 I ATTIC AREA = 400 SQ. FT. / 300 =1.33 SQ. FT. I .. _ —.- X 144 =192 SQ. IN. I ---------_-- HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 19 SQ. FT. I i I I I I 1 I I �f I I Q I tib OFF -RIDGE VENT (TYP.) I � F--� I I I I I I 1 i I 6:12RIDGE I -.-- 6:12 I i I I I I � i I 4 I I I I I I I WATCHING INDICATES LINE OF RECE55 IN TRU55E5 I FOR HANGING A/H i �? I --------__----_-I----------------------- F, I f L LJ I - I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1454 SQ. FT. / 300 = 4.85 SQ. FT. X 144 = 698 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 348.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 68 SQ. FT. VENT CALC�NS BASON THE FOLLOWING * 144 SQ, IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ, IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT.. PORCH / GARAGE ROOF VENT REQUIREMENTS ROOF PLAN VENTILATION CALCULATIONS ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ, FT. SCALE: I/V - 14" X 144 = 298 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =149.04 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 TOTAL SOFFIT VENTILATION NEEDED 29 SQ. FT. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F5.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063, THICK THICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) 8103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" I'-0" G.G. VERIFY FOR R-38 CEILING IN5ULATION CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HEID FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 (VERIFY W/ TRU55 MANUR) 12 12 6� ROOF TRU55E5 AT 24" OC,— (TYPICAL) �-- (TYPICAL) OPEN LOW TALL cp LOFT 4D � D4 -• FLOOR 5Y5TEM —■- LoNEL KITCHEN pNING PORCH BEAM LANAI I R ST. SECTION AA SCALE: 1/8" = 14 12 12 /SHINGLE a6 6� ROOF G.C. VERIFY ALUMINUM OVER PLT. HT, 2X6 5UB FASCIA (TYPICAL) SHINGLE 2STUCCO ROOF FINI5147 12 r SHINGLE SECOND F.F. LINE - 4C SECOND F.F. LINE - 8" ROOF a' T.OM. T.O.M: 2'-011 TEXTURED /TEXTURED LTEXTUR p TYR cp FINISH FINISH; a, FINISH RATE SIDES TEMP. MAIN F.F. LINE - - _ - _ - _ _ _ _ _ OBS. MAIN FF: LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/V z 14` 6� SHINGLE a6 ROOF G.C. VERIFY ALUMINUM OVER 'LT. HT. , FG. 2X6 SUB FASCIA (TYPICAL) PLT. HT_ _ TUCCO STUCCO WISH N FINISH * 412 12* ECOND F.F. LINE SHINGLE SECOND FF. LINE ROOF EXTURED e -- TEXTURED IN16H «� FIN15H 1AIN F.F. LINE MAIN F.F. LINE EMP. GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - 1411 6 12 /SHINGLE 12 6 ROOF G.C. VERIFY ALUMINUM OVER o-+ PLT. HT. 2X6 SUB FASCIA (TYPICAL) - _PLT. HT. _ SHINGLE STUCCO ROOF FINISH SHINGLE o `ROOF 12 4p STUCCO SECOND FF, LINE 8° 6 6" BANDING FINISH TOM. _ T.O.M. a� 21-01/TEXTURED <; TYP. /TEXTURED - RETURN FIN16H FINISH AT SIDES MAIN FF, LINE _ _ _ _ _ MAIN F.F. LINE RIGHT ELEVATION SCALE: 1/8" -- I'-0" 12 SECOND FF. LINE T.O.M. _ TEXTURED FIN15H MAIN F.F. LINE _ GRADE LINE (ASSUMED) 27002.21$ CAD FILE NAME x m 11 06-02-17 z EST.1994- 0Lo 1 N NcoMM � 2 N `, .M rL 0 d N oe J m �= N IL • Lu i 0 co row �E N �0�t0 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F5.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063, THICK THICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) 8103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" I'-0" G.G. VERIFY FOR R-38 CEILING IN5ULATION CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HEID FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 (VERIFY W/ TRU55 MANUR) 12 12 6� ROOF TRU55E5 AT 24" OC,— (TYPICAL) �-- (TYPICAL) OPEN LOW TALL cp LOFT 4D � D4 -• FLOOR 5Y5TEM —■- LoNEL KITCHEN pNING PORCH BEAM LANAI I R ST. SECTION AA SCALE: 1/8" = 14 12 12 /SHINGLE a6 6� ROOF G.C. VERIFY ALUMINUM OVER PLT. HT, 2X6 5UB FASCIA (TYPICAL) SHINGLE 2STUCCO ROOF FINI5147 12 r SHINGLE SECOND F.F. LINE - 4C SECOND F.F. LINE - 8" ROOF a' T.OM. T.O.M: 2'-011 TEXTURED /TEXTURED LTEXTUR p TYR cp FINISH FINISH; a, FINISH RATE SIDES TEMP. MAIN F.F. LINE - - _ - _ - _ _ _ _ _ OBS. MAIN FF: LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/V z 14` 6� SHINGLE a6 ROOF G.C. VERIFY ALUMINUM OVER 'LT. HT. , FG. 2X6 SUB FASCIA (TYPICAL) PLT. HT_ _ TUCCO STUCCO WISH N FINISH * 412 12* ECOND F.F. LINE SHINGLE SECOND FF. LINE ROOF EXTURED e -- TEXTURED IN16H «� FIN15H 1AIN F.F. LINE MAIN F.F. LINE EMP. GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - 1411 6 12 /SHINGLE 12 6 ROOF G.C. VERIFY ALUMINUM OVER o-+ PLT. HT. 2X6 SUB FASCIA (TYPICAL) - _PLT. HT. _ SHINGLE STUCCO ROOF FINISH SHINGLE o `ROOF 12 4p STUCCO SECOND FF, LINE 8° 6 6" BANDING FINISH TOM. _ T.O.M. a� 21-01/TEXTURED <; TYP. /TEXTURED - RETURN FIN16H FINISH AT SIDES MAIN FF, LINE _ _ _ _ _ MAIN F.F. LINE RIGHT ELEVATION SCALE: 1/8" -- I'-0" 12 SECOND FF. LINE T.O.M. _ TEXTURED FIN15H MAIN F.F. LINE _ GRADE LINE (ASSUMED) • 108 NUMBER 27002.21$ CAD FILE NAME x m 11 06-02-17 �. r 0 0 EST.1994- 0Lo 1 N NcoMM � 2 N `, .M rL 0 d N J m �= N IL • O 0 = h -0o i 0 co row �E N �0�t0 �n L -c Z;;20 • 108 NUMBER 27002.21$ CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED EST.1994- ELEVATION "A" GARAGE LEFT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDM4M, RDRQ7A 34677 813.925.1300 TFL 813.1025.1800 FAX W W W.DAVLSBEWSCAM TAMPA • n81VVER. EST.1994- ELEVATION "A" GARAGE LEFT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS uh BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING Jr MATERIAL PER :VATIONS WITH APPROVED JERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAPPER DF FRAMING PLAN BRG.HGT IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER 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 -1N WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING Mill 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY Q 24"' O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER SILL PLATE o<G (SEE DETAIL B �F,P 0 O FOR OPTIONS) CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / i EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 (ASSEMBLED /-FLASHING -\ WINDOW) , 2 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 NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE OR SHEATHING SHING. 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z C U r- Q Lo 0 FLASHING UNDER S.G.D. AS 0coor h� RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF TRUSS CONST. ADHESIVE TO BE APPLIEDL111 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 66 (BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 2X8 TRIM BOARD IAND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL fir_', IEXTERIOR FINISH WATER PROOF CAULKING I 4� i I PER BUILD ER SHEATHING PROVIDE SELF ADHERED FLASHING CONNECTORS LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" FLOOR TRUSS ;: TEXTURED CEMENT SEE STRUCTURAL WATERPROOF MEMBRANE PLASTER FINISH mill 8' CMU BLOCK Mill 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY Q 24"' O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER SILL PLATE o<G (SEE DETAIL B �F,P 0 O FOR OPTIONS) CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / i EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 (ASSEMBLED /-FLASHING -\ WINDOW) , 2 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 NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE OR SHEATHING SHING. SEE STRUCTURAL TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 ANDA MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE 11 11 1 FLOOR C U r- Q Lo 0 EST. 1994 - 0coor h� N' TRUSS aOLL 66 M4 00:2 2X8 TRIM BOARD fir_', _, � 5 � N 0 . f0 0 c 4� STUCCO "J" MOLD SHEATHING SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS ;: TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 ANDA MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ' JOB NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 06-02-17 DEVISED x DAVIS BEWS DESIGN GROVP C U r- Q Lo 0 EST. 1994 - 0coor h� N' .90 N M aOLL 66 M4 00:2 O1CO fir_', _, � 5 � N 0 . f0 0 c ' JOB NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 06-02-17 DEVISED U4 in Ij- WITH SECTION R702.7 OF THE CODE. cv 00 6i3 co r'" R703.2 WATER -RESISTIVE BARRIER CD z ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF co ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER ... way THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS CD 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 Ln EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1, ��"" °®®"'� R703.8 FLASHING E o® APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT v ° �:®" O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING s•'����" COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH HAMA 711. ALL EXTERIOR O ®�®®®®® ®" " FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ®''®®e'11' COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 0 CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: M W 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND O TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE V OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: FSI R FOR APPLICATIONS 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, O O IC NS NOT O ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE, HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 ry 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. N O 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMANVDMA 300. J 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >= PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2600 0 6. AT WALL AND ROOF INTERSECTIONS. • 7I TLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWA& FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA •DENVER EST. 1994 - U4 in Ij- WITH SECTION R702.7 OF THE CODE. cv 00 6i3 co r'" R703.2 WATER -RESISTIVE BARRIER CD z ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF co ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER ... way THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS CD 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 Ln EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1, ��"" °®®"'� R703.8 FLASHING E o® APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT v ° �:®" O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING s•'����" COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH HAMA 711. ALL EXTERIOR O ®�®®®®® ®" " FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ®''®®e'11' COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 0 CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: M W 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND O TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE V OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: FSI R FOR APPLICATIONS 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, O O IC NS NOT O ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE, HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 ry 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. N O 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMANVDMA 300. J 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >= PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2600 0 6. AT WALL AND ROOF INTERSECTIONS. • 7I TLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS SHEATHING TEXTURE FIN16H COAT BROWN COAT SCRATCH COAT 6ELF-FURRING LATH TWO LAYERS WRB WEER SCREED TERMINATE SELF ADHESIVE FLA61-1IN6 AT LOWER N05E OF M.W.W.6. 6ELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING — REFER TO TECHNICAL / LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING :�;:] / ° DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFL_O,OOR RIM JOIST Ir SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR " SHEATHING 314-1 BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE — DETAIL WP02) — SELF -ADHERED FLASHING NAILING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD / O U *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK /ASPHALT SEALANT: WALL SHEATHINGCONT. GALV. "L EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH �j SPECIFICATIONS ROOF CRICKET: �j MIN: 3:12 SLOPE PLASTER STOP" CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VLOCATIONS ALLEY AVERTCAL T ENITRY WALL BEAUTY STRIP ROOF BY PLAN ) SHINGLE OVER 6" FLASHING W/ TAR CONT. GALV. "L" FLASHING PER PLASH NG :IVERTER':` MANUFACTURES N MiN ' ';>':'"r:;::..' >::• ;:'• \ SPECIFICATIONS s :... OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED '''AT ALL VERTICAL WALL INTERSECTIONS FASCIA % i ;:i> ;: ;;,;• UNDERLAYMENT (REFER TO WITH ROOF VALLEYS &ROOF CRICKETS. ;:;; •y;, COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O C SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS BEAUTY STRIP ROOF SHINGLE OVER FLASHING Wl TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH SPECIFICATIONS ,.` s. > r ; OVER ROOF •° A SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE e e e A ".ROOF SHINGLE PER °E �rC .`, ° 'Z' a` CONTRACT �`\O F ` FLASHING F X001 °` ;, o`";.` :i ✓''° :::if:. ,::>.,, �� METAL DRIP EDGE BE UNDER CAULKING <;?„a, ; :, TtiFFgsti�ti UNDERLAYMENT A' ROOF EAVES ✓0 p � S O •. r`.:J o°°a`. .:r�•, �'�::,��,',�'}.. .. �O�'r ,�y'9jL �,,Q. vp,P TYPICAL ROOF TO RF o0 00,0 Y' WALL FLASHING DETAIL �GOv 41N GG°RS'a 3RD G°JRGG'0-� \ ;s FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6” ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT —"---DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL 2ND \g'C D© RAKE METAL DRIP EDGE 22 z9 TO BE OVER s' 2 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. DO NOT NAIL WITHIN 6" O EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 718" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING -- '� ' METAL ' FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING 311. / i \ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB i OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED I" BELOW FINISH FLOOR SELF -ADHERED —' FLASHING PATCH )HERED FLASHING v__ _ WINDOW UNIT DESIGN GROVP ii. U r 0 SLOPE OIASMAR, FWRA?A 34677 p J W W W.DAVISBEWS.C.OM TAMPA • DENVER.. 0.3 in :12.0 in O c00 (0.6 cm : 30.5 cm) m SELF -ADHERED FLASHING � N 66 °IL• EXTERIOR 00 `� ° wE 0 0�C0 CEMT. FIN. �r �rn BUILDING PAPER `- u� 0 •- 0 Z2d WIRE LATIN SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER ` o (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) /ASPHALT SEALANT: WALL SHEATHINGCONT. GALV. "L EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH �j SPECIFICATIONS ROOF CRICKET: �j MIN: 3:12 SLOPE PLASTER STOP" CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VLOCATIONS ALLEY AVERTCAL T ENITRY WALL BEAUTY STRIP ROOF BY PLAN ) SHINGLE OVER 6" FLASHING W/ TAR CONT. GALV. "L" FLASHING PER PLASH NG :IVERTER':` MANUFACTURES N MiN ' ';>':'"r:;::..' >::• ;:'• \ SPECIFICATIONS s :... OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED '''AT ALL VERTICAL WALL INTERSECTIONS FASCIA % i ;:i> ;: ;;,;• UNDERLAYMENT (REFER TO WITH ROOF VALLEYS &ROOF CRICKETS. ;:;; •y;, COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O C SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS BEAUTY STRIP ROOF SHINGLE OVER FLASHING Wl TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH SPECIFICATIONS ,.` s. > r ; OVER ROOF •° A SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE e e e A ".ROOF SHINGLE PER °E �rC .`, ° 'Z' a` CONTRACT �`\O F ` FLASHING F X001 °` ;, o`";.` :i ✓''° :::if:. ,::>.,, �� METAL DRIP EDGE BE UNDER CAULKING <;?„a, ; :, TtiFFgsti�ti UNDERLAYMENT A' ROOF EAVES ✓0 p � S O •. r`.:J o°°a`. .:r�•, �'�::,��,',�'}.. .. �O�'r ,�y'9jL �,,Q. vp,P TYPICAL ROOF TO RF o0 00,0 Y' WALL FLASHING DETAIL �GOv 41N GG°RS'a 3RD G°JRGG'0-� \ ;s FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6” ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT —"---DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL 2ND \g'C D© RAKE METAL DRIP EDGE 22 z9 TO BE OVER s' 2 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. DO NOT NAIL WITHIN 6" O EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 718" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING -- '� ' METAL ' FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING 311. / i \ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB i OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED I" BELOW FINISH FLOOR SELF -ADHERED —' FLASHING PATCH )HERED FLASHING JOB NUMBER 27002.219 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED C x DESIGN GROVP ii. U r 0 150 STATE STREET EAST OIASMAR, FWRA?A 34677 p J W W W.DAVISBEWS.C.OM TAMPA • DENVER.. -� EST. 1994 - O c00 m � N 66 °IL• 00 `� ° wE 0 0�C0 �r �rn 0 cm 0 •- 0 Z2d JOB NUMBER 27002.219 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED THESE: DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. • TITLE • FLASHING DETAILS "I - 71-1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OIASMAR, FWRA?A 34677 ,813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER.. -� EST. 1994 - THESE: DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. • TITLE • FLASHING DETAILS 1' I I 1;_ 1 111-1—L ELEC I fRICf-- LE\ � DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-5WITCHED DUPLEX OUTLET Fgp SPECIAL PURF05E 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 - Ac. IXTUREAc LIGHT FIXTURE WITH FULL CHAIN TRAGIC LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FAN/LIWT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUS145UTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) THERMOSTAT (jID ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN v J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES .... LOOR:SWITCHES.... 421' OUTLETS ..... 1411 TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEV1510K , 1411 3. ALL SMOKE DETECTORS SHALL 5E 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, 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406,13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF,C.i. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW IS IN FULL COMPLIANCE WITH NF.F.A.10, N.E.C. 2011, F$.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDIWJ WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION 5MOKE/CARSON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT METER COMBO - SQUARE D A/C REFER TO FLOOR 06-02-17 PLAN FOR NOTED MAIN DISC, AMPS. REQUIRED 14 AND 012 COPPER TO UNDERGROUND SERVICE BY POWER COMPANY G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED 4/0 ALU. CABLE 27002.217 CAD FILE NAME A/C ISSUED 06-02-17 DISC. TYP, 14 AND 012 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL +10 COPPER TO WATER HEATER +8 COPPER TO RANGE 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 POUTER COMPANY. (2) A/C - DISCONN. W.P. ,,}� GF.I.41 50 GAL, W.N. ELEC. METER W.P. / GRI, FOR T.UjG. SERVICE COACH LIGHT 31-6"x3'-6° 3'-6"x3'-6'• A/C PAD NO.2 A/C PAD NO, I (VERIFY (VERIFY LOCATION) LOCATION) COACH LIGHT 220 V. MICROWAVE OUTLET +14" (SINGLE) MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT JOB NUMBER 27002.217 CAD FILE NAME x ro w ISSUED 06-02-17 Uro Lo EST. 1994- O r N; cQ N po(h0� CIA taw ,Ul M'� L ? 'g _I M LL aCLL ro = C 0'o ^� J V 0 1 0 = c0 > �=ro�, E =►;m o. 0 � z��v JOB NUMBER 27002.217 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED EST. 1994- 2600 , • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE ST1tEET EAST OUXM P, FLORIDA 39677 813 . 925 . 1300 'TEL 813. 9Z5.1800 FAX WWW.DAVISBEWSZOM 'AMPA • rDENVM EST. 1994- 2600 , • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • EL CTfRICAL <E` DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .p. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fgp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSH5UTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR sc SMOKE / CAIN MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) Q THERMOSTAT �p ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) 1> ROUGH -IN FOR OPT. CEILING PAN 'A" A"c/ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ > ROUGH -IN FOR OPT. CEILING FAN NOTES- I, OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGJ=.IJ AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2, UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR., SWITCHES.... 42" OUTLETS..... 14" TELEPHONE. ..14" (UNLESS ABV 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 BA 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 AP.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 MOMS SHALL BE GFC.i. PROTECTED (G.F.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA 10, N.E.C. 2011, FE.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1, EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAM MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. * G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * `_ �i ROUGH -N I FOR OPT. J FANLIGHT HORIz r — SD HORIZ. MAKE-UP MAKE-UP I ( cm LIGHTS LIGHTS 'tom--�� I � l 10 /1 x . GF.. L J D T I \40 SWI CH � I CLR PKT. LIGHT AND G.C. VERIFY — — — - IN ITCH LOCATION OF "IN WALL CASE TUBE sD � DEIN LOFT BEDROOM 4 ROUGH -IN FOR OPT. I © <\ i ROUGH -IN FANLIGHT I �, � FOR OPT. I \\\�'�� PAN/LIGHT CM SD SD i --—_---------- --- UPPER FLOOR ELECTRICAL PLAN_ GADAGELEFf G.C. VERIFY LOCATION x to OF OPTIONAL FLOOD —­z=� EST. 1994 Vto 0 LIGHTS AT REAR J ►, BEDROOM 3 ydoN0) O000) M co L �J; L law °�" DOWN TO 00 'Q 2 � -0 J V � SWITCH ROUGH -IN ROUGH -IN FOR OPT. FOR OPT. FANLIGHT IP J FANLIGHT I 6. U) N DOWN TO -- - SWITCH 'Q, BATH 3 HORIz r — SD HORIZ. MAKE-UP MAKE-UP I ( cm LIGHTS LIGHTS 'tom--�� I � l 10 /1 x . GF.. L J D T I \40 SWI CH � I CLR PKT. LIGHT AND G.C. VERIFY — — — - IN ITCH LOCATION OF "IN WALL CASE TUBE sD � DEIN LOFT BEDROOM 4 ROUGH -IN FOR OPT. I © <\ i ROUGH -IN FANLIGHT I �, � FOR OPT. I \\\�'�� PAN/LIGHT CM SD SD i --—_---------- --- UPPER FLOOR ELECTRICAL PLAN_ GADAGELEFf n • JOB NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED x to 150 STATE STfLEET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA " DENVER. —­z=� EST. 1994 Vto 0 0 J ►, ydoN0) O000) M co L �J; L law °�" 00 'Q 2 � -0 J V � .. pg co �� roe, � IP 6. U) N n • JOB NUMBER 27002.21 CAD FILE NAME LOT 298 ISSUED 06-02-17 REVISED • TITLE " UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STfLEET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA " DENVER. —­z=� EST. 1994 • TITLE " UPPER FLOOR ELECTRICAL PLAN • SHEET • 11 II E 1 I1 -L-L-11. INDEX OF DRAWINGS METL COATINGS FOR USE WITH PREWIRE TREATED WOOD (� A N O�� �1 S GENERAL V IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, N METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES DOWEL PLACEMENT PLAN OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ° OF SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. MODEL SPECIFIC DETAILS 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT SD3 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR TWO STORY DETAILS SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. (+) 25.2 PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE 1N ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS =15 PSF B)BALCONIES =15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM V-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA, TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT: LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES . 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOMCHORD. 'CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. .. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 1 2. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE. RESPONSIBILITY OF THE CONTRACTOR CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WT TABLE WITHIN BCSI-B3). TABLEI CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/'(2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 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 WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT ALPER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALLL DETERMINE ALL SPANS; WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN, 7" EMBEDMENT. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10.SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA, CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD Win' z z E = 1,700,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2650 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. Ft = 1650 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992; GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 450 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG (RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. INDEX OF DRAWINGS DESIGN PRESSURES 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 S6 MODEL SPECIFIC DETAILS SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION 1 .6/3/2015. CREATED ELEV. A B C AND MINOR OPTIONS , DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA @ O5 10 (+) 29.7 (+) 29.7 J �_ov - 32.1 - 39.6 ZLIJ (+) 28.3 (+) 28.3 20 (-) 30.8 - 37.0 (�) 26.6 (+) 26.6 50 (- 29.1 (-) 33.5 100 (+) 25.2 (+) 25.2 vS U t= w z !2 - 27.7- 30.8 GARAGE DOORS '-0 x 71-011 91-011 16-0" x 7'-0" U �z�o $ < O p v (+)22.3 + (-) 27.7 (-) 23.8 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,a l 5 5 Ji a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 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 2 16/23/20171 UPDATED ELEV-A TO BFS TRUSSES PER TB -298 W Q D Z 0 �F- jii Q jl>; W ry z 55 u) •®••••®®• /I// ®/W W ® �" • ® fJ �. Z a00 O..� < z ®i 0 C7 J • ./' �.0 _ ®o i'tpO`°°®® lots i UL I NTIALS w I IL EA 0 � o • �t CFG/JV < C Q a �� N fy U 3j <) Lu Q zO U .0 U - 01 Z Si � O p .� z O�ti`�ti Z 9 O O 0 I -i Q m LL F- N u� D W q Z U, U- O 0 O Z_ W J �_ov Z O ZLIJ 00 0 Lu E < = N Q z (n J r G � _ LL - c U O W .� z Z vS U t= w z !2 J 5 U �z�o $ < O p v _ z F=- Z Q �'- b <Wzo;` W 0 0 o Q :wI, F- LuN< Lu 04 < W Z OUN¢ 0 w 0 O W ..= W 0 .__. < W I - O u) U CL z_ W I -- In = STRUCTURAL ENG: CFG <( DRAFTING: H W (n -STRUCT: JB QC CHECK MRB 01 uj JOB No. TM - 2171018 2 SCALE: - AS INDICATED ~ DATE 06/30/17 z O Z_ 00 = N W z Z 0 Z uj = ..J U) F=- (/� Q W C O H 0 o 0 0 w z N m w '� Z o W ..= W 0 .__. 0 O U CL I -- U) STRUCTURAL ENG: CFG <( DRAFTING: H z -STRUCT: JB QC CHECK MRB uj JOB No. TM - 2171018 2 SCALE: - AS INDICATED ~ DATE 06/30/17 si FOUNDATION PLAN FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 3-1/2" 3000PSI CONC, SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3, VERT, #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION, 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C, TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 421lx42"x12" dp w/ #5's EQUALLY SPACED EA, 8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. t 4� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-0" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. -FF n H Z 00 W _ IZ n O O U c/) 0 W Z_ 0 0 m u_ W m W F— �. u - O ° L ° CL 0000 • L�•; p Q o •+ Q • a" CC w Z —• (j 2 °® w z W : O (0 °®•• • ��� ®� Q ®® ®° °•••° ® ®®®� z F— u- uJ O O U M U dr3 UJ IL M• OU � O U o © Z c� O Z �O 0 z O uJ tX F- ryU F- Z q Z ri) J �? LL W � O z vi 0 zz Nu0�Q OJ F- Oz9o� w F- C F=- Q O Q ¢0Q E w Q 2 WNL z W ~ 0ULL W N4 Z 0 0 0 � LL U F- < UJ K W 0 -r Ly 01 IL z b 0 O z 00 w Q N 11 z Z F- F- Z=O CD O 0. o o 0 o 00 LLJ z co m Lu OWL UW�O= -- ryp Fa-�F- F- Li U � tY F- STRUCTURAL ENG: CFG eZ DRAFTING: H z-STRUCT: JB QC CHECK: MRB — _ _.....— ------ .---._....._ .. uj JOB No. TM - 2171018 2 SCALE: AS INDICATED ~ DATE: 06/30/17 S2 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (6'4" O.C. MAX U.N.O.). w 1-4 1-4 1-4 1-4 Lu 13'-0" 10'-0" • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.01 W TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. N ® ® ® i ®� ■ ■ ' INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. O ® . #5 CONT. FT.G TO TIE BEAM. t` W +r C? 50 0 M 2 zo O zo cV zo O co M (1) #5 @ TOP, BOTTOM &@24"O.C. ❑ VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU ❑ FILLED CELL PLAN VIEW (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW JAD1' MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). s DOWEL PLACEMENT PLAN_ Z O F- LY D W 0 t01 LO w A co CD Z -6e; Q LL V 0 U u O O o Zo . z off' 0 z i J Z i Lu J ~ o 0°' r ' z W n w 0 Lu EE 8 < O Z 1=4 000 �► W 0 J (co Nzwp c U Q OOva):S z a�Wzz E z Q OC! ¢ I 1 N Q W = O U ,- p LU /w\ Lu i � h 0 h Z 1-- z= i - 0 a. - uj � } } i oCo0 o 0 co00 m ; �... 0 .......� W �-�0 -- O f" STRUCTURALENG: Ci [ DRAFTING -STRUCT: ..__..._. JB QC CHECK: MRB Li JOB No. TM - 2171018 SCALE: AS INDICATED DATE: 06/30/17 S3 1�1 2 J05 J06 J07 J08 J08 WALL LEGEND w J �a 9'-4" T.O.M. = INTERIOR/EXTERIOR w O BEARING WALLS VERIFY p HGT. W/ ARCHITECTURAL co PLAN U.N.O. w to - M co co M M co M co M M N O O O O O O O O O O O O q O J05 J06 J07 J08 J08 2x8 TOP @ 9'-4" ANTILEVER BEAM FOR ABLE END BEARING FIRST FLOOR FRAMING P NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND u- w� =wN � Ldp LL 0 1 11 id Iz Z 0 %%J111111111,00 s f �2 • : z = J o LL O w zi 2 y X 2 v � O O p • zol� ¢ 6 �Iy c1r M N ui o o a o u- Z ©(n uO , G�4 z 1" ���� O IL Ll 0! F -- U p 0 z ¢ Ur LL z Q J o z W r r (n O uj z N E fn J 8 0 Z o �ujz 0 w 1—'� r^ J C a z a o 8 _ LL �✓ ¢ =ONS c��a z Z ¢im �z o¢LL � Cn U .0 CL w ¢ w <C oC)Na LL o p v F - ¢w zw o r w (n U) O IL 2 n z I®ISI-I�I�i-1/ O r-11� �� • 0 • 1 1 I►. I 30 n O Z m n .II �� r� ,IMwV�.. 007- �� �.� ■ J05 J06 J07 J08 J08 2x8 TOP @ 9'-4" ANTILEVER BEAM FOR ABLE END BEARING FIRST FLOOR FRAMING P NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND u- w� =wN � Ldp LL 0 1 11 id Iz Z 0 %%J111111111,00 s f �2 • : z = J o LL O w zi 2 y X 2 v � O O p • zol� ¢ 6 �Iy c1r M N ui o o a o u- Z ©(n uO , G�4 z 1" ���� O IL Ll 0! F -- U p 0 z ¢ Ur LL z Q J o z W r r (n O uj z N E fn J 8 0 Z o �ujz 0 w 1—'� r^ J C a z a o 8 _ LL �✓ ¢ =ONS c��a z Z ¢im �z o¢LL � Cn U .0 CL w ¢ w <C oC)Na LL o p v F - ¢w zw o r w (n U) O IL 2 n z O J p O Z 007- 'Q N w ¢ W Z n F- CO uj o o0 p O o z � C-4 U) O J Z w y- a O -- O =Q ha�F- 1— cr U p 0: h U) STRUCTURAL ENG: CFG DRAFTING: H z W_......_.._ -STRUCT: JB QC CHECK: --....._.. MRB JOB No. TM - 2171018 w N L SCALE AS INDICATED _- DATE: 06/30/17 ~ 1/4"=11-011 S4 mmmoommommommoom BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 p if 3 rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif lyd. PT. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1 3rd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 1 3rd. PT. NAILS & (18)4'x23" TAPCONS 1 HTT4 w/(18)16d x 22" NAILS & 5" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3840 4235 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3, IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7, Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS, 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13, IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASEPLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN LO44 SYP #2 POST c M , 6x6 SYP #2 POST ON 8x8 SYP #2 POST (1)ply TRUSS (10)10d x 12" NAILS 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER NOTES O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL COVER NOTES. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 -1/2"x7" 3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL <s>3 COVER NOTES. H10A 1015 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER NOTES. FRAME TO FRAME ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES. O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. 82x12 WITH 1/2" FLITCH O7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. FRAME TO FRAME 1245 O3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES, (2)HTS20 w/(24)10d x 12" NAILS C O5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. 5 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22' 10d .148" x 3" 12d .148" x 34' 16d .162" x 32' 8d RING SHANK .113" x 22' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ, IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS . SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" E META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 - H10A w/(18)10d x 12" NAILS OR 4'-0" TO 7'-11" H10A 1015 H10A 1340 8'-0" TO 9'-11" (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4 HTS20 w/(24)10d x 12' NAILS (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12" NAILS C F-�I TO POST: SIMP. HTS20 OR LSTA18 5 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 ElH2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12"' NAILS Z° o v ON MASONRY: (2) SIMP. MSTAM24 Q (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7"EMBEDMENT q U NAILS & (18)4'x23" TAPCONS 1 HTT4 w/(18)16d x 22" NAILS & 5" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3840 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN: 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT �."" NAILS & (18)41 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 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 2 ' NAILS w 8" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x12" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 Efl HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 6 LTT20B w/(10) 10d NAILS & I" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBED. FRAME TO CMU 1290 130016 - 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 NIP JACKS (CORNER JACKS) TO FRAME USING SIMP; H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW, STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL, WF08/SD4. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7, SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8#2 SYP w/�' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS . H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4"x2T" TAPCONS 1 4'-0" TO 7'-11" ON MASONRY: (1) SIMP. MSTAM24 2 8'-0" TO 9'-11" TO POST: SIMP. HTS20 OR LSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x23" TAPCONS ObOI� ON MASONRY: (2) SIMP. MSTAM24 C F-�I TO POST: SIMP. HTS20 OR LSTA18 s ,rn I�� P. c., TO BEAM: SIMP. HUC410 w/(18)16d & • U (10) 10d NAILS B3.5xl1.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d U NAILS & (18)4'x24' TAPCONS Z° o v ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 0Wif TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d q U NAILS & (18)4'x23" TAPCONS Z ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d �."" NAILS & (18)41 x24 TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1:75"x20" LVL " U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8#2 SYP w/�' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8). 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED, 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD: 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153, APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS, BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E,O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 3" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE "" "" V LS SPACING SHALL BE 6 ON EDGE AND 12 IN FIELD EQUIVALENT TO HAND DRIVEN NAILS, S 1[0-4111 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. w J Q Q w Ca U) Lu CL 'U U) w Z %011109118/°°° CJ i O (7) i Z 0 (1)Lu DyoA�C C) ®` ®®.®...®®®• �/� moi, � W i'�0 1- W O � LLj ••co Ow O • - ~ Z %011109118/°°° CJ i O (7) i Z 0 (1)Lu DyoA�C C) ®` ®®.®...®®®• �/� moi, � W i'�0 1- W O � i7z Z ••co Ow O • - ~ o• W W (� 06/30/17 o • C'00 LLJ ZZ cn W W J 2 V O U O 0 z Q 0� /'� ObOI� ce) C F-�I �.i s ,rn I�� P. c., • U J o 2 U Z° o v 0Wif Zti„ q U O Z �y4G NOTES & CONNECTOR LEGEND 1/4"= 1 1-011 u) W co Ll 000 _i o Z To (a (j -J � O J U - co > p� Q u.i Q m ti ;1 CFG i O (7) i Z 0 (1)Lu DyoA�C C) N ~ �1 W i'�0 1- W O Z F - i7z Z *0 Z Ow AS INDICATED U v 06 W W (� 06/30/17 W O LLJ ZZ cn ;1 0 0 owM E 0Q ��� m Z zU P ;t 0 ` Wz� H J w z W o 8 Zz¢tou-zE, of 0520 LLUN N¢ Z 0 2 w STRUCTURALENG: CFG Q (7) H Z 0 (1)Lu DyoA�C W Z = 04 N ~ �1 H W C) i'�0 1- W O Z F - w TM - 2171018 SCALE: AS INDICATED CL ~ 0 0 owM E 0Q ��� m Z zU P ;t 0 ` Wz� H J w z W o 8 Zz¢tou-zE, of 0520 LLUN N¢ Z 0 2 w STRUCTURALENG: CFG ;( DRAFTING: H Z STRUCT: W_....._. JB _._....,. .......__.... QC CHECK: MRB Lu JOB No. TM - 2171018 SCALE: AS INDICATED ~ DATE: 06/30/17 S4.1 i SO w/ STRAPS ON BOTH SD5 SIDES OF WALL N ro J01 — J02 i J03 NA EoSO 4 D ....� (D U SD5 N W R10 R11 R12 R13 ( Z R14 1 R15, Jo6W, R16 R15 R14 R13 Z R12 SO R11 4 p 1.�1.. SD5 w o (j Q 0- W R10 Z J03 ~ J02 Y J01 i SO w/ STRAPS ON BOTH SD5 SIDES OF WALL N ro 7 — 21 i < NA ....� (D U - N W J rn pp 'LL. Y ? ( Z Q. O " a- 6 U t-q�co � 1 Jo6W, gn tot08 Q Z Z Q 0Z -Z E LIJ 1.�1.. O w o (j Q 0- W t , L.j_ Z w N< 0 ~ O Y > O 0 > I— Lu Lu 0 1 Oct N MIMI W L 'Amr U � ui ao= �O 1.-2I- STRUCTURAL ENG: CFG ( DRAFTING: -STRUCT: JB QC CHECK: MRB JOB No. TM - 2171018 SCALE. AS INDICATED DATE: 06/30/17 wimimimimlimismimi I I hq, lid! imimimimimi J01 J02 J03 SO SD5 D 4 SO D 4 SD5 N M V d It vd d V v efi v co N t- r O O O O O O O O O O O O O O O O �Or F1 D BW2 NOTE: SEE PAGE S4.1 FO R NOTES AND CONNECTOR LEGEND STANDARD 2ND FLOOR FRAMING NOTES: w Qom. 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. w 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR w- - TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS d SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR F- Z SHEATHING IS NOT CONTINUOUS) 0 0 w 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 0 00 U w EXTERIOR FRAME WALL o 0 J SCHEDULE (TAYLOR MORRISON) Q WALLS WITH PLASTER OR STUCCO FINISHES 0 WALL HEIGHT STUD &SPECIES SPACING SPACING O ------------- INTERIOR ZONE END ZONE w j 8'-0"m W 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX LL 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX o 0 9'" 2x4 SPF #1/#2 12" O.C. MAX 12" O.C. MAX O -4®q®®�®®°®°®i®, Lo ® W C.0 10'-0" 2x4 SYP #1 12" O.C. MAX 8" O.C. MAX ®••.�� ®® C- 00 LL EXTERIOR FRAME WALL NOTES O °® -'� U)z Lu �* `� .� s 0• Z o . p C0 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED O z .®®• �G���®® Z 0 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR ¢ ®� ••.aaa.• 0 `®® z 2. SEES DETAIL WF 0 SD4 FOR REQUIRED WALL SHEATHING THICKNESS IREQUIRED STUD SPACING.=- ®®®®®0®®ee 'ofp ®®®®®® LL & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE U) NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF 7 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 4- r l 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR V O 0 REVIEW OF EXTERIOR STUDS U 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE z dol MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS Q (� O b 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY, C ^ U Jy���� o 5. IF EXT, FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO zz FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. d a O Z Z U o 0. U N ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C U- z \J o 0 05 O rte. — CL w ROOF FRAMING PLAN 1/4'0= 1 1-011 > 7 — 21 i < 0 ....� (D U - N W J rn pp 'LL. Y ? ( Z Q. O " a- 6 U t-q�co � 1 Jo6W, gn tot08 Q Z Z Q 0Z -Z E LIJ 1.�1.. O w o (j Q 0- W t , L.j_ Z w N< 0 ~ O Y > O 0 > I— Lu Lu i S4.2 I — 21 00 - N ? Z O LIJ J i 0 = � Q Y } 0 1 Oct N m W Z U � ui ao= �O 1.-2I- STRUCTURAL ENG: CFG ( DRAFTING: -STRUCT: JB QC CHECK: MRB JOB No. TM - 2171018 SCALE. AS INDICATED DATE: 06/30/17 S4.2 I CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER FREBARIS TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO •i+ .y. r • .' .LINTEL PER PLAN A- . d CORNER AS REQ'D INDICATED IN 15 21/4 41/4 91/4 18 #4 LINTEL #5 TO BE 5 5/8 91/2 HOOK PER z a w w d r w z O 07 HOOKED INTO MD08 SIDE VERTICALS' ° Al. d Lu .A °. '°. d e'• W L�4 . .....a ' _,. ,�.. '� ..... ..... ' ,..,.. '_ 1 e n LL d °tr I°� w z LO LL�w ° °' I { I N = a II BOTTOM STEEL IN LINTEL IF I M c7 C:) w INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ° .4A p° - 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 .. ` �d q 4. ROUGH OPENING PER PLAN — .'4 STD. 90 DEGREE ANGLE 3000 psi d n I ° ° I° CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE Al BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE I. MD08 FOR LAP INFO. d' 1 PROVIDE CLEAN OUT OPENING @ GROU FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT ° SEE FOUNDATION FOR FOOTING I• 'a TYPICALd. SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 ° BEND 0 LENGTH • i• BEND 0 °• . NO -SHEAR WALL T OPENING 11� TYPI AL SHEAR WALL SEGMENT ,"/„" „D," „A„ ° 4 •i+ .y. r • .' .LINTEL PER PLAN A- . d 41/4 d' 1 PROVIDE CLEAN OUT OPENING @ GROU FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT ° SEE FOUNDATION FOR FOOTING I• 'a TYPICALd. SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH • i• BEND 0 LENGTH ° I' 11� ice, •I•t • ° '°dl ,"/„" „D," „A„ ,IB„ •i+ .y. r • .' .LINTEL PER PLAN A- #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 TRANSOM OPENING 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" LINTEL W/ TRANSOM DETAIL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH • i• BEND 0 LENGTH LAP SPLICE 11� ice, •I•t • ""B"" ,"/„" „D," „A„ ,IB„ •i+ .y. r • .' .LINTEL PER PLAN ODI, #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 TRANSOM OPENING 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 FRAME INFILL AROU� 30 #6 33/4 81/16 14 30 BY BUILDER 81/16 181/2 SEE DOWEL PLAN FOR 43/8 Y .. t WINDOW / SEE WF01/SD1 FOR \ 51/4 ; 213/4 FILLED CELL INFO. MIN. (1) IS REQ'D ON S5 MORE INFO EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER • —.'.—TURNED SIDEWAYS. .• .: ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING r ,.,, HANGER @ EA. END. W/ MAX. OPENING 4 FT ,; :,;.•• (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/ TRANSOM DETAIL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) Z V)aY'S GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 11� ""A", ""B"" ,"/„" „D," „A„ ,IB„ ",C„ ODI, #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 •' d e a e° o ° + $ . ° '° : . LAP SPLICE EMBEDDED ADOkREBAR SPLICE DETAIL SCALE: 3/4" = 1'-0 STANDARD 90° HOOK STANDARD 180° HOOK 1 1'_A" 1 R'_1'" lhiffel 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 Q STANDARD LINTELS STANDARD LINTEL NOTES z o 'LEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -OB 8F24 1 B / 8F24 OB 8F32 -113/8F32-013 w 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'_6"' 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 w 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END, ALL RECESSED LINTELS TO HAVE MIN. N 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA, END 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 O 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 I^ 5'-2" 570 1232/1232 3480/2580 836Q /3586 8825/4592 .. INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD n CLL. 8'4" 354 726/699 1843/1625 3486/2265 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. O V 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMSO (A 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY Z W 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. D 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12"-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS m 13'4" 0 328/ 0 1234/0 1779/0 2662/0 14'4" 0 292/0 1160/0 1660/0 2439/0 16"-0" 0 284 / 0 950 / 0 1379 / 0 1997 / 0 MATERIALS uj.._..__ ....-- -.._ _.. _ 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 PSI. M w 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2, fc PRESTRESSED LINTELS = 6000 psi. LL 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 0 CEJ 22'-8" 0 110 / O 450/0 824/0 1147/0 r®ar11p orr►®�® RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE (CMU) ® o STRENGTH UJ CLEAR OPENING 8R6-1 B/$R6-OB 8814-1 B/8R14-OB 8R22-1 B/8R22-OB 1900 PSI. �_ ®e®® �®, ®® •••••••.®��/j�'®� to 2'-4"' 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW > �CO �• •. a0 2'_g" 1425 / 1425 3343/3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510. �' LL p �1 Fir Q o 3; o„ 1230 1//90 2 69/17616 4085/2839 LINTEL DESIGNATION SCHEDULE `� °s o = U) 31-411 3 4 �k� �: J 4'_4" 846 / 833 2121 / 1716 3127 / 2839 F- Q 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT/ O ,,®®-�� ®�••® ••���`��� n 6'-4 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED Q ®i®o' pQ� ®®e®® ZQ w 7"_4"" 480/3 22 13'4/1334 19641 1552 QUANTITY OF #5 REBAR @ = 11/®orAlllre,��®®® O 8'_4" 415/235 1152/1152 1 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 81716-1 B/1 T LL O 8F8-1B/1TQUANTITY OF #5 REBAR AT TOP �— 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1 B/1T NOMINAL HEIGHT r ONOMINAL WIDTH 0 �•/ O 8F16-1B/1T 0 O TYPE DESIGNATION Q • 8RF14-OB/1T �o Q O 116 M O 8F16-OB/1T 1-1/2" CLEAR U 3j G SF20-1B/1T aME z MM /� Z) L #5 REBAR AT TOP MIN. (1) REQ'D = o O 81720-OB/1T ¢ ¢ C.M.U. w m 00 0 8RF22-1B/1T O O �a`��` V- ul 0 ° GROUT Z l r y r 9�g�Cs U LO z #5 REBAR AT BOTTOM OF LINTEL V `� G O 8F24-1B/1T zo CAVITY U Z 0 BOTTOM REINFORCING PROVIDED > 4' iv 8RF22-OB/1T I + 8 O 7-5/8"ACTUAL IN LINTEL (VARIES) cn 0 8F24-0B/1T 8" NOMINAL WIDTH a. 'Q m FILLED O 8RF30-1 B/1 T 0 O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T _, 0 OH z #5 REBAR AT TOP MIN. (1) REQ'D Q Z s 81732 -OB/1T ¢ d C.M.U. U U- U i O 81738 -1 B/1 T LO O z Z 0� o w N O 8F12-1B/1T `- Q W BOTTOM REINFORCING PROVIDED U Z �j o vi O 81740 -OB/lT —�` 0 ....I 0 P W N 7-5/8" ACTUAL IN LINTEL (VARIES) H 0 _ w _ O 8F8 -OB/1T 8 NOMINAL WIDTH w ? CO 00 O UNFILLED WLLI o Z _ —•-� a a W z o 0 a U 0ai¢ SAFE LOAD TABLE NOTES w �"' U 1-• I1 W N< Jz 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Q J Z O U LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 SAFE LOADS FOR ALL O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. O 0 ~ 2. 0 = NOT RATED. Q W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 _ ..... 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U) ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. CL 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 2 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY (D CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z SUPPORT. Q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z § 00 Lu �(O 11 _ 04 z z F- Z V)aY'S LLJ = OJ 0 o 00 O O 11� Z (? v) Lu OC �WM N .. J m W Z cn W F_ 11� U M #3=2%z' F_ #4=2%2" � STRUCTURAL ENG: CFG _ 1 " #5 ' 2 /2 Q DRAFTING: #6 = 3" #7=3%z' w -STRUCT JB QC CHECK. MRB LINTEL PLAN LINTEL JOB No. TM - 217101$ _ ._ 2171018 - ___ AS INDICATED DATE: 06/30/17 S5 1. L I LSTA24 WRAPPEI AROUND TOP ME SIMPSON MTS12 TRELLIS ATTACHMENT 2" SCH. 40 STEEL PIPE 1" TYP. FILLED W/ 2500 PSI CMU WAL L PER PLAN .L CONCRETE. BOLLARD W 1" TYP. TO BE MIN. 3FT TALL ¢ I..._ E70X 1/4 Z O ___ • is Q (4) 1/4" x 3-1/4 w (2) 16d TOE NAILS 5"4"x3/8" THICK A36 5„ SUP -R -STUD STEEL BASE PLATE FASTENERS W/ MIN. 4X4 PT. 1-1/2" EMBEDMENT SECTION A -A INTO CONCRETE z SIMPSON H2.5A 0 (3) 4" SIMPSON SDS o 0 SCREWS, 2" SCH. 40 STEEL PIPE PRE -DRILLED & FILLED W/ 2500 PSI L � 0~._ COUNTER -SUNK. CONCRETE, BOLLARD 1/4 <E70X p TO BE MIN. 3FT TALL (4m) 1/4" X 2-3/4" 0 U TAPCONS, VERT, TOU) 5x5 x3/8 THICK A36 L1J CMU WALL STEEL BASE PLATE 3'-0" ? J 2X PT A A (4) 1/4" x 3-1/4" m SUP -R -STUD (2) 4" SIMPSON SDS CONCRETE SLAB PER FASTENERS W/ MIN. SCREWS, PRE -DRILLED PLAN 2-1/4" EMBEDMENT & COUNTER -SUNK. J A. /I I INTO CONCRETE W A W LL O C= rMF16'� z BOLLARD DETAIL o 3/411 -Oft® %Z �00 � 00 co O O ® ..x ®; ® ona w i2"od ® (n Z j �oz-� «. O C� Q J ® ®°•oowe® ®®� Z q Q w cn w LL J IL22 ` v O O n 1 Q_' U �3J O n O Z O U o LL z v 0 • z 9 00 z O � LLI a j U Z � r U W Q J J rn n (LouM E w .�, z c)� 0�000-5 5 J J J O��Z�c Cn Rzxo U) U) 0 ui I o - 1 J Z () Q d z 0 33 E w 0¢a 3 Z U N Q O J O p W =W aC/) = r a J r a 00 a N i �"__ O moo 0 C) ' Nm W J Z WLL'�— .�.r ?Lu ��O O Q la—�F=— _ t1_ i STRUCTURAL ENG: CFG DRAFTING: --STRUCT: JB QC CHECK: MRB JOB No. TM - 2171018 SCALE: AS INDICATED ------------- DATE: 06/30/17 (1) #5 FROM FTG. TO IF BRG, WALL ABOVE- (1) #5 FROM FTG. TO — W TIE BEAM SPLICE TO a 1 �� TIE BEAM SPLICE TO e FINISH FLOOR BE MIN. 25" GROUT PENETRATING BE MIN. 25" GROUT PIPE CELL SOLID SO GYP FINISH IS PLAN AND BEARING CELL SOLID Q MASONRY WALL °� r MASORY WALL 1-1 11=1 11 --III- PIPE SIZES LARGER SEE PLAN SEE PNAN 06 PAST DEEPEST STEP CONCRETE SLAB PER WALL SCHEDULE Z CONCRETE SLAB PER "•• V I I— fn .i •� z LL°' m ° FOUNDATION PLAN �� FOUNDATION PLAN > GARAGE CHAIR BLOCKS. VARIES7 REQ'DMIN 4" BELOW wry .. ..° b SEE PLAN e ° ' .1-4'd w CO :5 '.d° 'I,e , OD d GRADE d '.db °• d '4.° :'.e w a° �. �' GRADE Q U) cn Lu 00 — e , 1:7w 1 co — e ,, Q (:) I<L - .� ,rte' - a : >', L�j,J co FEI III Z 0 0 FOUNDATION PLAN I_ FOUNDATION PLAN 2 1/4" I w cr_ CONC. SLAB PER (2) #5 BARS CONT. I I I I== 1 (2) #5 BARS CONT. I I I I — I I- CLEAN COMPACTED FOUNDATION W/ 3" COVER TYP. ; ' '—' ' ' ' ' CLEAN COMPACTED W/ 3" COVER TYP. 3" COVER FILL @ 95% STANDARD PLAN BUILDER- CONCRETE 3 COVER FILL @ 95% STANDARD CONC, SLAB PER DENSITY OR PAVERS 8"" 1"-41" DENSITY 8„ 1 4", 01 WHERE 2ND STORY OCCURS, FTG A WHERE 2ND STORY OCCURS, FTG CONCRETE SLAB PER W SHALL BE 1'-4" WIDE w/(3) #5 BARS ad4 > SHALL BE 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING F0 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" 3/4"=1'-0"" OPT. MASONRY CURB . _ -- @ ELEV. 0'-0" w/ (1) #5 • U ~ ¢ ®� VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D k ,+ O CONT. BAR v ® ®�� STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS DRAIN SLOPED GROUT TO a MASONRY WALL � ®®CSS •®•... p • ` Z Q a d° M OPTIONAL CURB BY SEE PLAN >- O BUILDER MIN. 24" BEFORE`. d°.. _ CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP ,. �. ° SLOPE CONC. SLAB PER ' (1) #5 FROM FTG. TO ° FOUNDATION PLAN TIE BEAM MIN. 25 ar' SPLICE GROUT CELL w CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. #5 CONT. PER MFG FOUNDATION PLAN w/ 3" COVER TYP. P '1 ■q ' ' a p. Y' a ° a d FOUNDATION PLAN REINFORCEMENT EE SOLID PER PLANS a °, •' ; . ,Q GRADE - Iw— ° °A I- ° °'� :° r'' FOR QUANTITY �. O UJI1: ... -I I=I I=I (_tootowtoor -N I=I I �.•, =III z `t° f.illlow' a �, ° .r r �� .;...b THRESHOLD PER MFG z `hol a�N A' a - -1 i I—III—III i I I I A d.. 11- - 4 o °. — a ° d A . q a a ° a ° - Q O ry ��JI M _ C :a ° �, --I #5 x 25 x 25 CORNER -'a q. o df _ _ _ BAR ONE FOR EA, _ � . ° _ — _— —III --.-•-I � I =_ — __ —_ � d ° ° : ' � — I — ° a . � . w ..� — — � � , � _ _ _ ISI I i _ _ _4D,°n.°HORIZONTAL W =°' d U � o �,. .II —— °d °..a CONC. SLAB PER -I — — _ w ;I I=1 1 I I —__ .�a e _ _ ° e ° ` c REBAR, TYP. U.N.O. FOUNDATION PLAN I I �) I = — ___ 1- o e —^ I (—i _ 8n 4u I (—I -I I I— I- 8u 8n ° ° •4 . e ,. 1,' . = _ _ i- w ° d a °_�' _ ° M I——III—I < e r..Y r�p� ° a. ° ,.t. '� I I I� A,14' e 11=1 = I I= I I ; ,III -1 I I III -1 I —1 I i—III—I W _ °..',,,,P' ..." _ *z a ° �— (2) #5 BARS CONT. _ _ I I—Ti— IT u I _ ..°. q . G' r arr •� �• rte. a=. .. .. ,�.....,. _ e . e d° ° °.'. ° w SLOPE W/ 3" COVER TYP,; @ 1'-4"' O > I-I—I—_I =III= I I (2) #5 CONT. w/ 3" ; .:'q. , , , • . 0 �d _ = 16"MIN.— COVER TYP, ;'°.� 2 -STORY CONDITION U (2) #5 CONT. w/ 3 — — _ _—" I I I= PER MFG <.': SLOPE EXT. SURFACE (3) #5 BARS w/ 20 z 9ti U 1'-4" (2) #5 BARS CONT. in COVER TYP. -' I I —1 I I—III—I I ISI I I—I (2) #5 BENT BARS w/ ", WIDE FOOTING 0 W/ 3" COVER TYP. OR GRADE 1/4 PER CLEAN COMPACTED � CLEAN COMPACTED FOOT AWAY FROM o MIN. 25" LAP SPLICE � WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL 195 /o STANDARD O DENSITY DENSITY ELASTOMERIC JOINT 7�5 3/4"=1'-0" IF BRG, WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PERJ W AFO_FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE FINISH FLOOR 3/4"=1'-0" PENETRATING 3/4"=1'-0', PIPE 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING <t Q PVC SLEEVE MIN. FOR SIZE AND BASE DIAMETER TO BE 2 1-1 11=1 11 --III- PIPE SIZES LARGER CLEAN COMPACTED CONNECTION FILL @ 95% STANDARD 06 PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE Z 0 0 I— fn .i •� z LL°' m ° i TOP COURSE TO BE Z GARAGE CHAIR BLOCKS. REQ'DMIN 4" BELOW wry ENTIRE BASE TO BE 5 _0�-� FILLED SOLID O TOP VIEW CORNER U) CONC. SLAB PER (1) #5 CONT. w/ 1-112 "" CONC. SLAB PER I _ � J CMU BASE w/ (1) #5 N N Q GARAGE WALL VERTICAL @ EACH Z 0 0 FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. FOUNDATION PLAN 2 1/4" I w cr_ CONC. SLAB PER PLAN FOR BASE SIZE • ' I.. FOUNDATION DRIVEWAY BY O . �° a' °I. z O_ PLAN BUILDER- CONCRETE SEE FOUNDATION FOR CONC, SLAB PER j OR PAVERS PAD SIZE w 01 A CONCRETE SLAB PER W FOUNDATION PLAN r ad4 > ° w ea p4 PAVERS PER PLAN°e' : "4 4 FOUNDATION PLAN a g z j 2x PT SILL PLATE 2x P.T. SILL PLATE N de I I' 1 1 . ILL @ 95% STANDARD s• 420"x8" ° ` '•d°e' °° 'adTHICKENED _ —iI EDGE W/ (2) #5 DENSITY IL as Z g- °..'" CONTINUOUS 1'-8" 3" COVER TYP. CLEAN COMPACTED --- I �__..,_ a.. d' - w FILL @ 95% STANDARD 0 DENSITY 00 F1 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN Q N 11 <• ] Z�-- Z =0. 0 i I—III O4•'. �naY ° _ _ d _ I I a ' _-- _ — — e -III--I -I I—I I—III— :. �— 00 1 ] O c In I In I I °° — I e ° ` - —III_— I I __ d.. . - _ =I I =i _ III—I � I— w I I—III- -- p� N W J Z _ — -II_ 11= 8 4 —I _ _ - _ - - _ __ _ _I I__ I I I I -- _— — _ I I —__ —_ —I ' 0 I I—III-III—III I I i— 0 0 w O -�- __ — I _ -III hELII I(=1 I_- I III=III—I III toc III III III- I L-1 (2) #5 BARS CONT. w/ 3 W STRUCTURAL ENG: CFG - .... L DRAFTING: c '- STRUCT: JB QC CHECK: MRB u JOB No. CLEAN COMPACTED w O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED 2 -STORY COND. (3) #5 J BARS REQ'D & FTG TO CLEAN COMPACTED m 06/30/17 SD1 FILL @ 95% STANDARD M COVER TYP.; AT 6 8 8' FILL @ 95% STANDARD BE 20" WIDE FILL @ 95% STANDARD < DENSITY (2) #5 BARS CONT. w/ 3" 2 -STORY COND. (3) #5 DENSITY DENSITY p COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO p 2 -STORY COND. (3) #5 FILL Y 95 % STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY w BE 20" WIDE w �. I.1` 0 IFO NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN AFO FOOTING AT INTERIOR BEARING �' `®tw *®r •®®��;`or,® ®•®•�i��'. uj 3/4' -011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"' . .'••® .: .'w us w�%� 00 • ra 0 D . -„► •° _ z w mm 3/4"=1'-0" SHALL BE 1'4" WIDE w/(3)#5 BARS FINISH PER ELEV. CONC. SLAB PER AFO_FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE FINISH FLOOR 3/4"=1'-0" PENETRATING 3/4"=1'-0', PIPE — FILLED CELL PER PLAN ® WOOD POST PER PLAN UJ PVC SLEEVE MIN. FOR SIZE AND BASE DIAMETER TO BE 2 1-1 11=1 11 --III- PIPE SIZES LARGER CLEAN COMPACTED CONNECTION FILL @ 95% STANDARD 06 (SIDE VIEW) DENSITY 3/4" 0 I— fn .i •� z LL°' m ° i TOP COURSE TO BE Z GARAGE CHAIR BLOCKS. J Q ODav 8 — _ J ENTIRE BASE TO BE 5 _0�-� FILLED SOLID O TOP VIEW CORNER SEE ELEvaTION U °viaa J CMU BASE w/ (1) #5 N N Q GARAGE WALL VERTICAL @ EACH Z 0 0 BEYOND CORNER. SEE FLR. ° 0 CONC. SLAB PER PLAN FOR BASE SIZE • ' I.. FOUNDATION DRIVEWAY BY O . �° a' °I. z O_ PLAN BUILDER- CONCRETE SEE FOUNDATION FOR �,' .� j OR PAVERS PAD SIZE w 01 A CONC. SLAB OR7 ad4 > ° w ea p4 PAVERS PER PLAN°e' : "4 4 I - - AN COMPACTED CLE de I I' 1 1 . ILL @ 95% STANDARD s• 420"x8" ° ` '•d°e' °° 'adTHICKENED _ —iI EDGE W/ (2) #5 DENSITY — ; L g- °..'" CONTINUOUS 1'-8" 3" COVER TYP. CLEAN COMPACTED --- I �__..,_ a.. d' - O FILL @ 95% STANDARD DENSITY 00 F1 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN Q 3/4"=1'-0" 1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" oi�ia�rrrlr FILLER u.i Q "FOTYPICAL STEP FOOTING DETAIL16F1*('TYPICAL CORNER BAR DETAIL (TOP VIEW) AF`I EXTERIOR DOOR POURED SILL 4N' FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" #5 DOWEL W/ MIN. 6" EMBED. INTO MAIN FOOTING W SIMPSON EPDXY @ 12" O.C. CONCRETE STAIRS AS REQ'D PER GRADE W/ CONC. SLAB PER 1-1/2" MIN (1) #5 BAR @ 1-1/2" CLEAR CONC. SLAB PER CLEAR FOUNDATION PLAN NOSING FOUNDATION PLAN - ea SEE d - _ �° °f.. PLAN e. •. ° °. op M _r I I—III I ° ° ° .. a .. - 0 a ' d 2 #5 DIA. BARS @TOP _ q Z ap co (2) #5 DIA. BARS @ TOP — :.. ': ° �. z O _ WHEN MONO DEPTH -III— °° WHEN MONO DEPTH III=) ,' °` m °' Z EXCEEDS 26", IF q ° I- EXCEEDS 26", IF a ° q g O =1 I I __ I I i... �.4 " a "" " . DEPTH < 26 THESE ° DEPTH < 26 THESE ! — �• . . < �Q BARS ARE NOT REQ'D 11= r. �.•. BARS ARE NOT REQ'D =I I GRADE " • d° GRAYE #3 STIRRUPS @ 48'" = I — #3 STIRRUPS @ 48" — a ' — a .°. =III O.C. WHEN MONO I_ _ I . ,. ° -I 'd I (I LI z O.C. WHEN MONO —I I e I I—III— z DEPTH EXCEEDS 26", .I I 1—III a ' ° _ I = I DEPTH EXCEEDS 26", _. IF DEPTH < 26" THESE =- NIF DEPTH < 26" THESE iv BARSARENOTREQ D 1 BARS ARE NOT REQ D (2) #5 BARS CONT. W/ ; I I -III- 1 I CLEAN COMPACTED (2) #5 BARS CONT: W/, ; , I I, ; , I I I—I " I_ CLEAN COMPACTED 3" COVER TYP. V-4" FILL @ 95% STANDARD 3" COVER TYP. 1 "_41" FILL @ 95% STANDARD 10 DENSITY DENSITY 01172DEEP MONOLITHIC FOOTING 1 AF2 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1._0,,3/4"=11-011 1-0 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION e• d d 4- 4 TOP(2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE I I I I I- 8 C.M.U. FINISH PER PENETRATION FINISH FLOOR �_— I d'a d �) PENETRATING PIPE —III=I I —III=III=III II I II -III SEE N. I— PLAN FOR (- LOOP TIE (TYP.)9 °° ;d '4*" ^I I SIZE & REINF. =I I I= =1 III -I I (-III= =I i ISI I IT PIPE PERPENDICULAR TO FND FOOTING PER PLAN (FRONT VIEW) Pvc sLEEVE 1--1 1 1-1 11 SEE FDN PLAN I- --III—I ' -III =I I FOR SIZE Z. ,—I I - & REINF... PIPE VERTICAL THRU FDN NOT USED 3/4"=1'-0" 3/4"=1'-0" 8"CMU - FINISH PER ELEV. CONC. SLAB PER > FOUNDATION PLAN FINISH FLOOR i PENETRATING PIPE :GRADE q UJ PVC SLEEVE MIN. I —) I JE�j I I= = FOOTING PER PLAN ' DIAMETER TO BE 2 1-1 11=1 11 --III- PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD 06 (SIDE VIEW) DENSITY PENETRATING PIPE 1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" oi�ia�rrrlr FILLER u.i Q "FOTYPICAL STEP FOOTING DETAIL16F1*('TYPICAL CORNER BAR DETAIL (TOP VIEW) AF`I EXTERIOR DOOR POURED SILL 4N' FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" #5 DOWEL W/ MIN. 6" EMBED. INTO MAIN FOOTING W SIMPSON EPDXY @ 12" O.C. CONCRETE STAIRS AS REQ'D PER GRADE W/ CONC. SLAB PER 1-1/2" MIN (1) #5 BAR @ 1-1/2" CLEAR CONC. SLAB PER CLEAR FOUNDATION PLAN NOSING FOUNDATION PLAN - ea SEE d - _ �° °f.. PLAN e. •. ° °. op M _r I I—III I ° ° ° .. a .. - 0 a ' d 2 #5 DIA. BARS @TOP _ q Z ap co (2) #5 DIA. BARS @ TOP — :.. ': ° �. z O _ WHEN MONO DEPTH -III— °° WHEN MONO DEPTH III=) ,' °` m °' Z EXCEEDS 26", IF q ° I- EXCEEDS 26", IF a ° q g O =1 I I __ I I i... �.4 " a "" " . DEPTH < 26 THESE ° DEPTH < 26 THESE ! — �• . . < �Q BARS ARE NOT REQ'D 11= r. �.•. BARS ARE NOT REQ'D =I I GRADE " • d° GRAYE #3 STIRRUPS @ 48'" = I — #3 STIRRUPS @ 48" — a ' — a .°. =III O.C. WHEN MONO I_ _ I . ,. ° -I 'd I (I LI z O.C. WHEN MONO —I I e I I—III— z DEPTH EXCEEDS 26", .I I 1—III a ' ° _ I = I DEPTH EXCEEDS 26", _. IF DEPTH < 26" THESE =- NIF DEPTH < 26" THESE iv BARSARENOTREQ D 1 BARS ARE NOT REQ D (2) #5 BARS CONT. W/ ; I I -III- 1 I CLEAN COMPACTED (2) #5 BARS CONT: W/, ; , I I, ; , I I I—I " I_ CLEAN COMPACTED 3" COVER TYP. V-4" FILL @ 95% STANDARD 3" COVER TYP. 1 "_41" FILL @ 95% STANDARD 10 DENSITY DENSITY 01172DEEP MONOLITHIC FOOTING 1 AF2 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1._0,,3/4"=11-011 1-0 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION e• d d 4- 4 TOP(2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE I I I I I- 8 C.M.U. FINISH PER PENETRATION FINISH FLOOR �_— I d'a d �) PENETRATING PIPE —III=I I —III=III=III II I II -III SEE N. I— PLAN FOR (- LOOP TIE (TYP.)9 °° ;d '4*" ^I I SIZE & REINF. =I I I= =1 III -I I (-III= =I i ISI I IT PIPE PERPENDICULAR TO FND FOOTING PER PLAN (FRONT VIEW) Pvc sLEEVE 1--1 1 1-1 11 SEE FDN PLAN I- --III—I ' -III =I I FOR SIZE Z. ,—I I - & REINF... PIPE VERTICAL THRU FDN NOT USED 3/4"=1'-0" 3/4"=1'-0" > J i Q 0 UJ W ti_ a r �~ Q 06 w z 'I-' "' r. E 8 0 I— fn .i •� z LL°' m ° i Z -°av;00 J Q ODav 8 O 5 _0�-� O Z a Z o LL 0 U °viaa J QILL N N Q W Z 0 0 L 0 > • W w O W LL ] O 00 ] Q N 11 ] Z�-- Z =0. 0 ] - o �naY i _ 00 1 ] O c p� N W J Z W >- o LL, w O -�- a toc STRUCTURAL ENG: CFG - .... L DRAFTING: '- STRUCT: JB QC CHECK: MRB u JOB No. TM - 2171018 C SCALE: AS INDICATED DATE: 06/30/17 SD1 1. MIN. (6)1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. (2) 2x TOP PLATE W/ 2. MIN, (6)1/2" ASTM F1554, Gr, 36 (OR BETTER) THREADED ROD Wl, (3) 12d END NAILS TO LAST STUD 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE ate.—_, ' '• PROVIDE STANDARD �-- 2x6x12 P.T. SYP #2 CENTER TYPICAL TIE BEAM w/ 3000 psi HOOK 2x2 SQUARE WASHER BUCK SEE PLAN FOR WALL a CONC. w/(1) #5 REBAR CONT. uJ "• 4 Q 3_ ____ _... __ 1/2" J -BOLT w/ 51/2" EMBED. FRAMING INFO a -� ..d . ° ♦- d ,e > {-- STD HOOK 2x P.T.TSYP #2 NAILER wl 1 �� .,� �.: _. _. I_. T.._.. ---{-- 1/4"x2 3/4" TAPCONS BLOCKING PER BRG — 2x PT STUD OR ALTERNATE 1x PT _;:_. O.C. & 4" FROM ENDS �, �•; Al� (1) #5 IN TIE BEAM --m.. WALL SCHEDULE 1 a FURRING TO CMU Wt 2x FRAMING PER .I1 1/2" OF OPENING ANCHOR NOT PERMITTED I PLAN 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 NOTES: 1� . ,M.. .. SPACING LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT (1) #5 BAR IN PRECAST LINTEL MIN. CO 4"MIN, FROM TO BE INSTALLED WITHIN F. F. & 6" BELOW TOP OF I\ D TO TOP CHORDS OF TRUSSES BELOW WHEN " BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 7/16" OSB W/ 2 8d NAILS O BELOW AND CONNECT w/ HTS20 @ 32" O.C. TYPICAL FILLED CELL ROOF TRUSS PER PLAN BELOW O2x G :: ' 4 ODOUBLE TOP PLATE (1) #5 VERTICAL IN { MON NAILS FACE OF CMU 1-1/2" OF HEAD JOINT BUCK. SPACE REMAINING THREADED ROD PER (2) 2x PLATE --�� " FINISH PER ARCHSFIN <q ROOF TRUSSES PER PLAN OR CURVED w/ 3000 psi CONC. w/(1) (4) EQ. SPACED 2" TITEN HD ANCHORS w/ 2 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. (2) #5's VERTICAL IN r L_.. 7 wN 4 a WN MIN. (6)1/2" DIAMETER ANCHORS 24" O.C. MAX @ PLANS. MIN. 6" FROM 7/16" OSB EA. SIDE, W/ W 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I—I #5 REBAR VERT: U) uJ HEADER (SEE PLAN) f 2x4's GROUT FILLED CELL MASONRY WALL PER 45 DEG. BEVEL CUT 2x6 P.T. J -BOLTS USING 2"X2" SQ, SEE FOUNDATION i MIN. 2x4 SPF #2 KNEE t BLOCK OR 3 1/2" EMBEDMENT FOR SOLID VERIFY w/ PLAN FOR a_--- � ...._ _. _.. SYP #2 BUCK END, 1 1/2" WASHERS & 5-1/2" MIN. WALL WITH STUDS @ ,.4 WALL WITH STUDS @ � �� '.. REQ'D LOCATIONS > ' 1 zz cn o " EMBED, AT EA. 2x6 P.T. DOOR ABOVE GARAGE F.F. EA. BASE PLATE (2) 2x #2 SYP SEE PLAN O.C. W/ OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 11� ,i� :. ENTIRE COLUMN TO o 0_j - ` LINTEL PLAN FOR BUCK, EA. SIDE OF OPENING. am N BLOCKING ATTACH TO STRUCTURAL SIDE OF OPENING 0 FOR BEAM SIZE .. °� FROM TOP AND BOTTOM AND 12" O.C. Q Fa—�h FIRST ANCHOR (BOTTOM & ADDIT'L REBAR INFO 00 7/16" OSB W/ (2) 8d SHEATHING ON BOTH CONNECTION PER BRG BE GROUT FILLED uJ fn STRUCTURAL ENG: CFG TOP) 8" MAX. ABOVE GARAGE DRAFTING: ._._ ._ STRUCT: JB QC CHECK: MRB CMU WALL PER PLAN NAILS 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 LINTEL (SEE PLAN) SEE TYPICAL HEADER SHEATHING PER PLAN PRECAST LINTEL PER FRAMING DETAILS FOR PLAN 7/16" O.S.B. EA, SIDE TYP. TRUSS TO FRAME ADDITONAL CONNECTION PER INFORMATION STD. CONNECTOR MASONRY WALL � (HEADER CAN BE SEE PLAN EITHER UPSET OR NOTES DOWNSET) FRAME OUT TO BLOCK 2x8 W/ (2) 16d TOE 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D NAILS EA. END 2x W/ (2) 16d TOENAILS ARCH PER ELEV (2) - 8d EAGH END EACH END 2x SPF CONT.. � HEADER PER BLOCKING ATTACH TO -..T . 2x BUCK DETAIL NOTES: O2x STUDS @ 16" O.C. FOR KNEE WALL SPACING LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 1x4 LOCATION CO CONT. ROOF SHEATHING NAIL PER PLAN 1 F. F. & 6" BELOW TOP OF I\ D TO TOP CHORDS OF TRUSSES BELOW WHEN " BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 7/16" OSB W/ 2 8d NAILS O BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x END VIEW W/ CMU ' FRAMING DETAIL ODOUBLE TOP PLATE (1) #5 VERTICAL IN H3, H4, OR H5 @ EA. END OF TRUSS OR MON NAILS RAFTER 1 BUCK. SPACE REMAINING THREADED ROD PER (2) 2x PLATE --�� " FINISH PER ARCHSFIN f ROOF TRUSSES PER PLAN OR CURVED OCURVED K (4) EQ. SPACED 2" TITEN HD ANCHORS w/ 2 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. NAILED @ EACH END GROUT FILLED CELL (IF„ 7 wN 4 a WN Z ANCHORS 24" O.C. MAX @ PLANS. MIN. 6" FROM 7/16" OSB EA. SIDE, W/ W 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I—I 16d COMMONS END MIN. 1" EMBEDMENT FOR HOLLOW HEADER (SEE PLAN) �' .a 2x4's REQ'D PER PLAN) MASONRY WALL PER 45 DEG. BEVEL CUT 2x6 P.T. END OF BRG. WALL/ MASONRY WALL SEE FOUNDATION i MIN. 2x4 SPF #2 KNEE t BLOCK OR 3 1/2" EMBEDMENT FOR SOLID O a_--- � � "- SYP #2 BUCK END, 1 1/2" WALL WITH STUDS @ ,.4 WALL WITH STUDS @ BLOCK. MAX. 6" FROM TOP AND BOTTOM ' 1 NOTE: SEE MD08 ON cn o " _e.W.... ABOVE GARAGE F.F. EA. BASE PLATE (2) 2x #2 SYP SEE PLAN O.C. W/ OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 0_j Z LINTEL PLAN FOR o �_....... ¢ am N BLOCKING ATTACH TO STRUCTURAL SIDE OF OPENING 0 FOR BEAM SIZE STRUCTURAL °� FROM TOP AND BOTTOM AND 12" O.C. Q Fa—�h 7/16" O.S.B. EA. SIDE ADDIT'L REBAR INFO 00 7/16" OSB W/ (2) 8d SHEATHING ON BOTH CONNECTION PER BRG SHEATHING ON BOTH STRUCTURAL ENG: CFG BETWEEN DRAFTING: ._._ ._ STRUCT: JB QC CHECK: MRB NAILS SIDES FROM TOP OF ---.- JOB No. --- TM - 2171018 NOTE: CONTRACTOR TO WALL SCHEDULE SIDES FROM TOP OF DATE: 06/30/17 SD2 VERIFY BUCK TO CMU WALL TO BOTTOM OF BUILDER FRAME ki'll n ' ' 2x BUCK PER MD04 THIS SHEET SECTION ATTACHMENT LOCATIONS 2x BLK'G. TO O.S.B. W! PT BASE PLATE PER GARAGE DOOR MFR.'S 7/16" OSB EACH SIDE, BEAM. ATTACHED PER DO VERTICAL REINFORCEMENT DETAIL fiDO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS fiDO BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=V-0" (MAX. 170C) 1/2"=V-0" 3/4"=1'-0„ (2) - 8d EACH END LINTEL (SEE PLAN) SEE TYPICAL HEADER SHEATHING PER PLAN PRECAST LINTEL PER FRAMING DETAILS FOR PLAN 7/16" O.S.B. EA, SIDE TYP. TRUSS TO FRAME ADDITONAL CONNECTION PER INFORMATION STD. CONNECTOR MASONRY WALL � (HEADER CAN BE SEE PLAN EITHER UPSET OR NOTES DOWNSET) FRAME OUT TO BLOCK 2x8 W/ (2) 16d TOE 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D NAILS EA. END 2x W/ (2) 16d TOENAILS ARCH PER ELEV (2) - 8d EAGH END EACH END 2x SPF CONT.. � HEADER PER BLOCKING ATTACH TO -..T . 2x BUCK DETAIL 2xBUCKS, AT TOP AND SP1 CLIPS END VIEW w/ WOOD REQUREDDRE fFO ARCH WINDOW FRAMING DETAILS filF0 KNEEWALL AT DOWNSET BEAM 1.11,� PRE-ENGINEERED TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SPI CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" J -BOLT OR THREADED ROD W/ SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2"X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT. fiF1' KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 12 (TYP) SEE ELEV. /-- DOUBLE 2x TOP PLATE F01 DORMER FRAMING DETAIL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 1 "=1'-0" NOTES: O2x STUDS @ 16" O.C. FOR KNEE WALL SPACING LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 1x4 LOCATION CO CONT. ROOF SHEATHING NAIL PER PLAN 1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END I\ D TO TOP CHORDS OF TRUSSES BELOW WHEN " BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 7/16" OSB W/ 2 8d NAILS O BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x END VIEW W/ CMU FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR MON NAILS RAFTER 1 TRUSS PER PLAN OR CONV. FRAMING w/ (2) 2x TOP PLATE (2) 2x PLATE --�� " FINISH PER ARCHSFIN ]2x8 ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING 2 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. NAILED @ EACH END (TYP.)O 7 wN 4 a WN Z VERT REINF. BEYOND pU 7/16" OSB EA. SIDE, W/ W 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I—I 16d COMMONS END iEI HEADER (SEE PLAN) 2x4's I ( MASONRY WALL PER MIN: 2x4 SPF #2 KNEE SEE FOUNDATION i MIN. 2x4 SPF #2 KNEE 6d NAILS @ 16" O.C. TO TRUSS PER PLAN O WALL WITH STUDS @ WALL WITH STUDS @ SIDE & TOP NAILER 1 Oct �NLa 2x4 SPF CONT. 16" O.C. W/16" (2) 2x #2 SYP SEE PLAN O.C. W/ 0_j Z WLL. BLOCKING ATTACH TO STRUCTURAL 0 FOR BEAM SIZE STRUCTURAL Q Fa—�h 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SHEATHING ON BOTH SHEATHING ON BOTH STRUCTURAL ENG: CFG DRAFTING: ._._ ._ STRUCT: JB QC CHECK: MRB NAILS SIDES FROM TOP OF ---.- JOB No. --- TM - 2171018 --... SCALE: SIDES FROM TOP OF DATE: 06/30/17 SD2 WALL TO BOTTOM OF BUILDER FRAME ki'll WALL TO BOTTOM OF 2x BUCK PER MD04 THIS SHEET ARCH PER ELEV 2x BLK'G. TO O.S.B. W! 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS 2xBUCKS, AT TOP AND SP1 CLIPS END VIEW w/ WOOD REQUREDDRE fFO ARCH WINDOW FRAMING DETAILS filF0 KNEEWALL AT DOWNSET BEAM 1.11,� PRE-ENGINEERED TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SPI CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" J -BOLT OR THREADED ROD W/ SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2"X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT. fiF1' KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 12 (TYP) SEE ELEV. /-- DOUBLE 2x TOP PLATE F01 DORMER FRAMING DETAIL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 1 "=1'-0" NOTES: O2x STUDS @ 16" O.C. FOR KNEE WALL SPACING LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 1x4 ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN 1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END I\ D TO TOP CHORDS OF TRUSSES BELOW WHEN " BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 1x8 BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR x 3 1/4" RAFTER 1 TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF " FINISH PER ARCHSFIN ]2x8 ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING 2 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 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. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP, SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES 3/4"=1'-0" \ % PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL; TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's MO CHIMNEY FRAMING DETAIL 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE NOTES: SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 21/4" 12" O.C. 1 OF BUCK, 3/1 " 2 1/4" " EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO 1x8 3/16" x 2 1/4" 12" O.C. 2 EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. E. ELEV. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 2x4 3/16" x 3 1/4" 12" O.C. 1 (FASTENING) ARE MET. 3/16" x 3 1/4" " GROUTED CMU, ]2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN PLAN, 24" O.C. MAX (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF SPECS W/ 2" MIN. WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE WINDOW PER > 4" FROM ENDS AND 16"' O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK, PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR WU EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO PRECAST CONC. OR EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. E. ELEV. MAX. 2 PLIES OVER INITIAL P.T. BUCK. FOR O.H. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME �� , OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS W/ GALVANIZED (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU, _ 6. WINDOW OR DOOR INSTALLATION BY OTHERS J W Q Q w 0 /--- SHEATHING PER PLAN STRUCTURAL Gj • LO u ••��Y� o 6 TYP. TRUSS TO FRAME SHEATHING Ur O OL ,j w U) Z CONNECTION PER TYP. TRUSS TO FRAMELLr '� ¢ 0® Z = U STD. CONNECTOR o o-- �� 0 NOTES zz/CONNECTION PER z 4 . STD. CONNECTOR • ®•' ��,®'� p EDGE AS REQ'DFRAME OUT TO BLOCK FRAME OUT TO BLOCK Q®®d®®i ®•®® gyp'®�®��� O EDGE ®®® ►ew"M��,��®LL 1/2" J -BOLT OR U) THREADED ROD W/ ( (2) 2x TOP PLATE a 51MPSON SET -XP (2) 2x #2 SYP SEE PLAN �--- (2) 2x #2 SYP SEE PLAN EPDXY @ 32" p.C. & 6" FOR BEAM SIZE (ONLY �U 0 FOR BEAM SIZE FROM EA. END. IF OPENING PROVIDED 0 ANCHORS SHALTO L HAVE I MIN. 2x4 SPF #2 KNEE PER PLAN) Q • Opfl6 ce CMU & 2' XB2" X 1/8" M ;; ` ,;. �f s�, N a 30 0 SQUARE WASHERS. WALL w/ STUDS @ 16" w • OHEATHING FROM STRUCTURAL 0- z 2x PT BOTTOM Q U O PLATE TOP OF WALL TO U o BOTTOM OF WALL. z ATTACHED PER p NAILING SCHEDULE z ti nG��s PRECAST LINTEL OR OTHERWISE SP2 CLIPS O �--- BUILDER FRAME KNOCK OUT COURSE ' AT TOP AND SP1 CLIPS U5 � 9 L RADIUS AS REQ'D AT BASE ARE REQ'D O O _ Q MASONRY WALL of CLW KNEEWALL AT UPSET BEAM 6RKNEEWALL OVER MASONRY WALL 12 SEE PLAN ^" \/ A rT _ .-._.._. — — ._....._..,...._ -- A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE ��— CONDENSATE - DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END 3/4"=1'-0" 3/4"=1'-0" SO TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0„ --- PRE-ENG.TRUSS PER w PLAN, 24" O.C. MAX ROOFING MATERIAL SPECS W/ 2" MIN. PER ARCHS WINDOW PER > — SEE FRAMING PLAN FOR CONNECTION & FRAME INFO WU SEE ELEVATION ;. TOP OF MASONRY EXT. SHEATHING SEE ARCH PLANS FOR PRECAST CONC. OR OVERHANG INFO POWERS STEEL SILL E. ELEV. ollp¢��C7� FOR O.H. 2x4 FRAMED CRICKET �� , TYP. SINGLE TIE -BEAM W/ GALVANIZED W/ (1) #5 CONT. GROUT SOLID SO TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0„ w FLUE PER MANUF. U) SPECS W/ 2" MIN. WINDOW PER > CLEAR BETWEEN FLUE FLOOR PLAN & FRAME WU GALVANIZED FLASHING EXT. SHEATHING -j 0 -ti PRECAST CONC. OR ATTACHED PER POWERS STEEL SILL NAILING SCHED. ollp¢��C7� TYP. @ ALL WINDOWS 2x4 FRAMED CRICKET �� , EXT FINISH PER PLAN W/ GALVANIZED 05 U 0 °v FLASHING a =-� oc _ ZZ¢cnzZE E .h MAIN FLOOR (4) 16d COMMONS • . ELEV 0'-0" NAILED @ EACH END CONC. SLAB - ° �. 7 wN 4 a WN Z VERT REINF. BEYOND pU SEE FOUNDATION W 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I—I 16d COMMONS END iEI NAILED TO VERTICAL 2x4's I ( MASONRY WALL PER PLAN SEE FOUNDATION z=0 DETAILS FOR FTG INFO TRUSS PER PLAN O SO TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0„ U) 0 WU J cl -j 0 -ti LU W M E Z ollp¢��C7� Z Q lL C7f U J J J I— .J 05 U 0 °v a =-� oc _ ZZ¢cnzZE E � 0 x> p Qa cli O 7 wN 4 a WN Z Z pU J W Q 1— z F— W W U) ) 1 � O Q 11 N z F— z=0 O Q 1 Oct �NLa 0_j Z WLL. 0 Lu Q Fa—�h > CL STRUCTURAL ENG: CFG DRAFTING: ._._ ._ STRUCT: JB QC CHECK: MRB ---.- JOB No. --- TM - 2171018 --... SCALE: AS INDICATED DATE: 06/30/17 SD2 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON HGA10 @ 48" CONTRACTOR TO FIELD VERIFY WHICH O.C. NOTE: ALL GABLE NO BRACE REQUIRED BRACING IS TO BE CONDITION IS REQUIRED. CONTACT EOR ROOF SHEATHING SHEATHING NOT REQ'D SYP#2 OR BETTER STRONGBACK W/ (1) 2x4 BRACE END NAILS EA. END TO BE CONT. @ THE 77 O.C. MAX. w/ (2) 16d O.C. TO RUN BACK TO p TRANSITION FROM SIMPSON A23 @ EACH A35 DIAGONAL TO 1'-9" MAX. TRUSS PER PLAN BRACE NOT REQUIRED CHART WITH (3) 12d TOENAILS. , WALL TO GABLE (TYP.) (END NAIL PLTS. - 6' FROM EAVES. BRACE TO PLATE TRUSS GABLE WITH H2.5 CLIP. w TRUSS PER PLAN SEE CHART MAX 2'-0" O.H. O DOUBLE 2x TOP PLATE SCHED. 3 1/4" HOLD 0 z ''-- CONT. 2x4 1/2" J -BOLTS w/ FASTEN SIDE WALL END NAILS @ EA. PER CHART m SHEATHING PER PLAN. PT 2x8 PLT., CANT. FOR _� 2x4'S @ 24" O.C. O -" - WASHERS (MIN. 7" (5) 16d NAILS BRACE U TO BLOCKING A EXT. SHEATHING; A PROVIDE 2x4 BRACE SHEATHING FASTEN LL W SIMPSON H10A L ■ u SIMPSON H10A ATTACH PER PLAN DIAGONAL TO BEAM DIAGONAL TO TOP PLATE BEAM CONNECTION FRAME WALL CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. CONDITION IS REQUIRED. CONTACT EOR ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE END NAILS EA. END FOR ADDITIONAL INFO AS REQ'D 77 O.C. MAX. w/ (2) 16d O.C. TO RUN BACK TO p END NAILS TO TRUSS SIMPSON A23 @ EACH A35 DIAGONAL TO 1'-9" MAX. TRUSS PER PLAN BRACE NOT REQUIRED CHART WITH (3) 12d TOENAILS. , ROOF SHEATHING (TYP.) (END NAIL PLTS. - 6' FROM EAVES. BRACE TO PLATE TRUSS BOT. CHORD GABLE WITH H2.5 CLIP. w TRUSS PER PLAN SEE CHART MAX 2'-0" O.H. O SCHED. 3 1/4" HOLD 0 z ''-- CONT. 2x4 1/2" J -BOLTS w/ INTO BLOCKING, (4) 8d END NAILS @ EA. PER CHART m PT 2x8 PLT., CANT. FOR _� 2x4'S @ 24" O.C. O -" - WASHERS (MIN. 7" (6)16d NAILS BRACE SIMPSON META16 @ U TO BLOCKING GABLE END D A CLG. NAILING SURFACE A PROVIDE 2x4 BRACE SHEATHING FASTEN LL W EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ TO EA. ADJ. DIAG. PER PLAN = @ EACH END LOCATIONS USE SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D LSTA18 OR MTS 12 @ PER PLAN. 10 32" O.C. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM SHOWN, SEE PLAN DOUBLE TOP PLATE FOR WOOD OR w MASONRY 2x4 LEDGER (2) 10d Q•e 60 3/4"=1'4' Q MAX. ATTACHMENT w/ (3) 10d •20 b c/5 NAILS @EACH WEB _ z HEADER PER PLAN IF O Z TOENAILS EA. END V EXTER SHEATHING. PROVIDE 16d NAILS TRUSS PER PLAN = m z I%3a N D (1) KING STUD w/ SIMPS. GABLE END TRUSS TO UU � <c i 2x TOP PLATE TO � a o "- LSTA18 HEADER TO PLT,@12„ O.C. MAX. y 0 GABLE END W/ 16dto I� w TO BOTTOM STUDS TYP. BASE4 4 m NAILS @ 6” O.C. i - Z 0 CONNECTION O FRAMING FOR FALSE L l WQ Z -"'� m _W(6--= CMU WALL OR LINTEL �' HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) (� N_zZo c JQ BELOW 16" O.C. 1/2" x 8" J -BOLT @ 32" 10d NAILS @ EA. TRUSS DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) --- MASONRY WALL OR cr- 02a 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS BRACE N 4 PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN +'' °" IN CMU. OR SIMPSON TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ i � ANCHOR BOLT OR TITEN HD @ 32" O.C. &6" �-- SIDE OF EA. STUD. 1 #5 CONT. SINGLE BASE & TOP UJ FROM EACH END CENTERED BETWEEN Lu PLATE w/ PLYWOOD FALSE BM PER PLAN WALLSPLICE DETAIL AND CMU SEE WALL STD CONDITION @ CMU SHEATHING COVERING IF REQ'D - FOR REQ'D FLASHING 00 Q CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 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 FIELD FRAMED VALLEY DETAIL w O iz WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOO CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)164 NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END, BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @6"O.C. CONT 2 4 PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES 45° GABLE BRACING CHART 3/4"=1'-0" GABLE BRACING + 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER - ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE END NAILS EA. END 2x4 OUTLOOKER @ 24" 77 O.C. MAX. w/ (2) 16d O.C. TO RUN BACK TO p END NAILS TO TRUSS STRONGBACK, SEE 1'-9" MAX. TRUSS PER PLAN BRACE NOT REQUIRED 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 FIELD FRAMED VALLEY DETAIL w O iz WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOO CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)164 NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END, BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @6"O.C. CONT 2 4 PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES 45° GABLE BRACING CHART H GABLE BRACING + UP TO 4-8 NO BRACE REQUIRED 4-8 < H `7'-0 (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614' -Q" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < HA18'-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 THING PER PLAN x 1 f1 IN AT 24" O.C. �� r-!� FRAMING (OR PRE -ENG - 1p, VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 3/4"=1'-0" �- -- SIMPSON H10A DIAG. C TO BLOCKING C a' GABLE BRACING @ 48"PROVIDE 8d NAILS @ 4" O.C. OUTLOOKER OR WHERE O.H. IS > 1-0 , �- L — SEE PLAN FOR PROVIDE 2x BLOCKING 2x4 DIAGONAL BRACE DROP END GABLE w/ z VALLEY TRUSSES PER CANTILEVER @ 48" O,C. TO 3RD OUTLOOKERS @ 24" 0 SUPPORT AND TIE c1 2x4 BLOCKING (2) 12d BAY REQ'D w/ O.C. TO RUN BACK TO p DOWN OF JACK LL STRONGBACK, SEE 1 ST COMMON TRUSS w STUD TOP & BOTTOM BRACE NOT REQUIRED CHART WITH (3) 12d TOENAILS. , ROOF SHEATHING (TYP.) (END NAIL PLTS. CONNECT TO DROP 6' FROM EAVES. PER PLAN GABLE BRACING (+) GABLE WITH H2.5 CLIP. w TRUSS PER PLAN SEE CHART MAX 2'-0" O.H. O SCHED. STRONGBACK IF REQ'D 0 z ''-- CONT. 2x4 z INTO BLOCKING, (4) 8d END NAILS @ EA. PER CHART m _� 2x4'S @ 24" O.C. O OUTLOOKER BLOCKING @ 24" O.C. (6)16d NAILS BRACE SIMPSON META16 @ U TO BLOCKING GABLE END D A W/(2)12d END NAILS A PROVIDE 2x4 BRACE SHEATHING FASTEN LL W TRUSS GABLE END TO EA. ADJ. DIAG. PER PLAN = @ EACH END LOCATIONS USE SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D LSTA18 OR MTS 12 @ PER PLAN. 16d NAILS. LL C 32" O.C. AT 24" O.C. �� r-!� FRAMING (OR PRE -ENG - 1p, VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 3/4"=1'-0" �- -- SIMPSON H10A DIAG. C TO BLOCKING C a' GABLE BRACING @ 48"PROVIDE 8d NAILS @ 4" O.C. OUTLOOKER OR L — SEE PLAN FOR PROVIDE 2x BLOCKING 2x BLOCKING LL O.C. MAX. 45° FROM VALLEY TRUSSES PER CANTILEVER FOR NAILING SUPPORT AND TIE c1 2x4 BLOCKING (2) 12d HORIZONTAL (+/- 10°) (2)16d NAILS PLT. TO DOWN OF JACK LL NAILS, TOENAILED @ TRUSSES a STUD TOP & BOTTOM BRACE NOT REQUIRED EXT. SHEATHING; EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. d 6' FROM EAVES. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d SCHED. z INTO BLOCKING, (4) 8d END NAILS @ EA. O 2x4 #2 SYR P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON META16 @ U SIMPSON H2.5(TYP.) 32" O.C. GABLE TRUSS W/(2)12d END NAILS BRACE TO LEDGER TO MASONRY. AT W TRUSS HOLD WALL 3-1/2" 0 @ EACH END LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS 12 @ DOWN FOR (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN DOUBLE TOP PLATE FOR WOOD OR �••° ®°•.�°®o! MASONRY 2x4 LEDGER (2) 10d Q•e 60 3/4"=1'4' Q OUTLOOKER TRUSS PER PLAN •20 b c/5 NAILS @EACH WEB z HEADER PER PLAN IF O V EXTER SHEATHING. REQ'D, MIN (1) JACK & TRUSS PER PLAN z I%3a N OR (1) KING STUD w/ SIMPS. o UU 0 0 g o- a o FROM TOP OF WALL LSTA18 HEADER TO w TO BOTTOM STUDS TYP. BASE4 am W Z 0 CONNECTION WQ Z -"'� m _W(6--= 2x8 #2 SPF STUDS AT — SHEATHING PER PLAN .. (� N_zZo c JQ 0 0 cos B 16" O.C. 1/2" x 8" J -BOLT @ 32" ;', DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) --- MASONRY WALL OR cr- 02a 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN N 4 PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN +'' °" IN CMU. OR SIMPSON .' i � ANCHOR BOLT OR TITEN HD @ 32" O.C. &6" �-- SIDE OF EA. STUD. 1 META16 UJ FROM EACH END CENTERED BETWEEN Lu WALLSPLICE DETAIL AND CMU SEE WALL STD CONDITION @ CMU VAULTED CONDITION @ CMU - FOR REQ'D FLASHING 00 Q 11 N SIMPSON DTC, (2) 8d i 2x8 RIDGE BOARD �-- 2x6 COLLAR TIE HALF 0'„ Ww NAILS INTO BLOCKING, WAY UP HEIGHT OF 00 (4) 8d NAILS TO TOP 0 0 VALLEY. FASTEN w/ (5) W PLATE N 10d COMMON NAILS @ 0 -- Lu EACH END (TYP.) p_ 2x6 RAFTER TO 2x8 STRUCTURAL ENG: TRUSS PER PLAN ( DRAFTING: RIDGE BOARD W/ A35 TRUSS PER PLAN STRUCT: JB QC CHECK: MRB JOB No. -------- --- ---- TM - 2171018 ON (1) SIDE OF AS INDICATED r DATE: 06/30/17 SD3 RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 24's @ 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. 1 FASTEN SYP OR SPF d 06 2x6 (MIN.) PLATE THRU END NAILS @ EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON : 2x4 BLOCKING SDS SCREWS TO TOPLAY WALL SHEATHING PER a` OVER THE TOP THE - - - - -- - CHORD OF EACH PLAN LINTEL PER PLAN BOTTOM CHORD. TRUSS BELOW �`-`--�— FASTEN CONY. 2x 2x WALL, SEE PLAN . ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. �� r-!� FRAMING (OR PRE -ENG - 1p, VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 3/4"=1'-0" �- -- SIMPSON H10A DIAG. C TO BLOCKING C a' GABLE BRACING @ 48"PROVIDE 8d NAILS @ 4" O.C. OUTLOOKER OR L — SEE PLAN FOR SHEATHING 2x BLOCKING LL O.C. MAX. 45° FROM VALLEY TRUSSES PER CANTILEVER F-- SUPPORT AND TIE c1 FOR NAILING C HORIZONTAL (+/- 10°) DOWN OF JACK LL TRUSSES a BRACE NOT REQUIRED EXT. SHEATHING; d 6' FROM EAVES. ATTACH PER NAILING __--- TRUSS PER PLAN 2 F- PROVIDE BLOCKING BETWEEN TRUSS BAYS L @ 48" O.C. FOR FIRST 3 SEE GABLE v G BAYS WALL PER PLAN Q CONNECTION DETAIL (FRAME WALL SHOWN; FOR ONNEQ' ONS MAY ALSO BE cll MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'k** c: LL V. C V. a GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=14-011 (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR L — SEE PLAN FOR SHEATHING VALLEY TRUSSES PER CANTILEVER F-- SUPPORT AND TIE c1 i I GABLE TRUSS DOWN OF JACK LL TRUSSES a PROVIDE BLOCKING BETWEEN TRUSS BAYS L @ 48" O.C. FOR FIRST 3 SEE GABLE v G BAYS WALL PER PLAN Q CONNECTION DETAIL (FRAME WALL SHOWN; FOR ONNEQ' ONS MAY ALSO BE cll MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'k** c: LL V. C V. a GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=14-011 (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR SHEATHING VALLEY TRUSSES PER CANTILEVER F-- PLAN i I GABLE TRUSS i j EXT. SHEATHING; ATTACH PER NAILING SCHED. z O (2) 16d NAILS TO EA. COMMON TRUSS i I SIMPSON META16 @ U 32" O.C. GABLE TRUSS MAIN SPAN ROOF TO MASONRY. AT W TRUSS WOOD WALL 0 LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS 12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR �••° ®°•.�°®o! MASONRY (G'E�OGABLE END AT VALLEY FRAMING Q•e 60 3/4"=1'4' NOT USED 3/4"=1'-0" F-- z O U W 0 ON �••° ®°•.�°®o! Lo ®°° U) U- Q•e 60 ° • `` ® Q F- •20 b c/5 z O V 0 Ol���ly rt a I%3a N o UU 0 0 a o 4� 0 am W Z 0 W J J r O WQ Z -"'� m _W(6--= Z U er¢g 0 (D (� N_zZo c JQ 0 0 cos B fly Z F- V) w wo Z z ¢azo E cr- 02a �-- H W N 4 LU z o0NQ �F— 0 i � 1 �Win� V UJ Lu i O 1 i I I 00 Q 11 N Z ~ 0 i W 0 = J 0'„ Ww 00 1 0 0 W N i l-- 0 uj 0 -- Lu 0 H p_ STRUCTURAL ENG: CFG ( DRAFTING: STRUCT: JB QC CHECK: MRB JOB No. -------- --- ---- TM - 2171018 SCALE: AS INDICATED r DATE: 06/30/17 SD3 NOTE: NAIL FIELD INSTALLED PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.G. - PLATE LENGTHS MUST TOP PLATE TO FRAME PENETRATION OF WITHIN 48" OF SPLICE BE AT LEAST 8'-0" WALL OR PRE- MORE THAN 50% OF THEN (2) ROWS 10d NAILS LONG. TYP. ASSEMBLED WALL TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT INSTALL SIMPSON 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/-1/4" LL O PSPN516Z W/ (12) 16d @ 8 O.C. (FOLLOW •' NAILS TYP. TOP & BOT. W/ (2) 1 O NAILS 3" O.C. * ATTACH 2x4 STUDS TO - (SOLID BLOCK W/ 2x6) * * (2) 1 O NAILS @ 3" O.C. TOP PLATE W/ (3) 12d CONNECTION DETAIL FOR ALL TOP 10d x 3" COMMON WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE 2x BLOCKING W/ (2) (2) 2x TOP PLATE 3/4"=1'-0'" LOCATIONS) THEN (2) ROWS 10d ALL LOCATION 3/4"=1'-0" z O w 48+ NAILS @ 8" O.C. W1 1/2" w iV •-4 \\\ ..' x x N N \\ OTHERWISE 2x4 WALL BEYOND TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 12" O.C. PRE-ENGINEERED SIMPSON LSTA30 W/ AGAINST 2x8 STUDS Zo 2x12 w/ 1 Od X 3" NAILS @ 24" O.C. w/ EXT. gS�'1/N ATTACHED PER POST TO BEAM (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT PLAN VIEW @ TOP OF POST (WF08/SD3) TOP SPLICE @ FRAMING PLAN FOR (4) 1 O NAILS FOR CORNER CONDITIONS PT POST PER PLAN DOUBLE 2X4 TOP WALL TO PRECAST CONV. FRAMED NAILING SCHEDULE & ++ + w/ (2) 16d END NAILS SPACING PLATE STRAP AROUND w PLAN LINTEL w/ (2)ROWS OF ATTACH 2x8 STUDS TO - • + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO ' 0":'NUT 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. . TRUSS MEMBER TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d SDS SCREWS @ 16" FASCIA PER AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD �FFAOTYPICAL TOP PLATE SPLICE @ BRG. WALL --- DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: U) PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN O LII I I I II IIII WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION o 0 — PROVIDE 2x4 ON TOP ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) N W OF 2x8 TO PAD OUT PANEL W/ (2) 1 O NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/-1/4" LL O TOP PLATE. ATTACH @ 8 O.C. (FOLLOW 1" EDGE 1 1/2" EDGE U W/ (2) 1 O NAILS 3" O.C. NAILING Q.H. SIZE (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS CONDITION @ FRAME WALL CONNECTION DETAIL FOR ALL TOP 10d x 3" COMMON AR_EXTERIOR SHEATHING SCHEDULE PLATE SPLICE 2x BLOCKING W/ (2) (2) 2x TOP PLATE 3/4"=1'-0'" LOCATIONS) 0 21/2" z 3/4"=1'-0" z O w 48+ O W1 1/2" w iV •-4 \\\ ..' x x N N \\ 1/4" x 2 3/4" TAPCONS AT N TOP & BOT., 2x8 TO TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) OVERLAP TOP PLATE N 10d x 3" COMM( AT CORNER 1 Od x 3 COMMON OPP. O SIDE z NAIL BOTTOM PLATE O U TO EACH PLY OF BUILT z I I d UP COLUMN BELOW W/ (2) 1 O NAILS n co on 1 O x 3" COMM( TOP PLATE CORNER TRANSITION I v OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN fi FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 1-1/2"=11-011 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8" NOTE: SOFFIT FRAMING & LEDGER NOT �_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING7 REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY _ _ _ - _ _TI_ _ _ I� U O 1 (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING SOFFIT MANUFACTURER'S SPECIFICATIONS. 6 ­ FT a - 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON °I 20�F SC,ge 20VF SCq ROOF SHEATHING, II I I II II II w ¢ O NAILS @ 3" O.C. 1/2„ A -I <Ftic,9,oTT0 ROOF SHEATHING,C� C�'9A TO FASTEN PER PLAN II- _ II I I ❑ O I- 30 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" ry RUS ry p _LI � a � z = OA_ S FASTEN PER PLAN O SS III - - w O COMMON NAILS @ 3" O.C. - - - Oy FOiy III III I I I I I WALL SHEATHING O = O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL ° ° ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE 'III III II II I DETAIL. MAX 1/8" EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III I I I I I I SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" E- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III 4 I I PANELS ui U) COMMON NAILS @ 3 O.C. NAILS AT JOINT III 3 I I I I I I I W Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4 O.C. PROVIDE JOINT x3' PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I i I I I � p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 1 Od NAILS AROUND 2x STUDS BEYOND, �'- O TOP & BOTTOM " @ 4" O.C. III III II II II F � SHEATHING SPLICE, III OPENING III I I I I I I SEE PLAN FOR MORE O Q U- (7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO i- Z O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA co OUTSIDE (2) 2x4's 0 w z c c U a 0 z Q a 00 EDGE DISTANCE PER _7r *A, - L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN iT 71— - --TI - III I I I I I w U) IIII I I II IIII II II II ¢ O LII I I I II IIII II II II o U- o 0 I_JL _IL ALL-JI�.�I-JL= 2x FRAME WALL PER N W SCHEDULE O C PLAN LL O 2x4 BLOCKING PLACED FLOOR SYSTEM U 16" O.C. MAX.; U CUT TO FIT 1 2x BOTTOM PLATE Q.H. SIZE OPENING SIZE BEYOND SEE PLAN CONDITION @ FRAME WALL CONNECTION SHEATHING DIAGRAM EACH END AR_EXTERIOR SHEATHING SCHEDULE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE 3/4"=1'-0'" w BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER 2x6 SYP #2 LEDGER. TO 2x4 PT LEDGER W/ PLAN NAIL PER PLAN 2x4 LEDGER W/ (2) 16d NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE O C PLAN DOUBLE TOP PLATE 2x4 BLOCKING PLACED SEE ELEV. FOR 16" O.C. MAX.; SEE ELEV. FOR FLATWISE (2) 16d O.H, SIZE Q.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL fil=l_TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL CONNECTION NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF EACH END NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE 24" O.C. w REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS ++ 3/4"=1'-0" @ EACH STUD OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3/4"=1'-0" 1/2"= 1 1-01. LEDGER @ LOW ROOF SEE TRUSS PLAN FOR SEE ROOF SHEATHING, % .._./ CONNECTION + , 3/4"=1'-0„ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x8 #2 SPF VERTICAL 2x4 #2 SPF 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. NAILING SCHEDULE & STUDS w/ (2) 1/4" X 41/" SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. DOUBLE TOP PLATE EACH VERTICAL POCKET SGD 16" O.C. MAX.; MORE INFO & MORE INFO & w/ (2)16d END NAILS TO GABLE END STUDS w, M EXTERIOR WALL/TRUSS U_ CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE 24" O.C. w MAX.; ++ @ EACH STUD 12d NAILS @ EACH END NAIL AS SHOWN (5) 10d O 2x12OX HDR w/ 2x8's B z O SYP #2 LEDGER w/ (2) x x 1/4" x 2 3/4" TAPCONS AT TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 12" O.C. PRE-ENGINEERED SIMPSON LSTA30 W/ �� Zo 2x12 w/ 1 Od X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE POST TO BEAM (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT PLAN VIEW @ TOP OF POST SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR (4) 1 O NAILS FOR CORNER CONDITIONS PT POST PER PLAN TO STUDS OR BEAM w/ 7 WALL TO PRECAST CONV. FRAMED NAILING SCHEDULE & ++ + w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w PLAN LINTEL w/ (2)ROWS OF + • + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) w ' 0":'NUT 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. . TRUSS MEMBER I CONNECTION SDS SCREWS @ 16" FASCIA PER 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PTOR STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL SYP #2 LEDGER w/ 1/4" 2x BRG WALL, SEE E PRE-ENGINEERED INFO x 2 3/4" TAPCONS @12" TOENAILS INTO OTHER SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & O.C. MAX. SIDE VIEW BASE OF POST @ i i TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO +. SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS XD01 TYPICAL SHED ROOF DETAIL LINTELS ,a UNDER GIRDER TRUSS Q MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 0 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ,Q z w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x BLOCKING � z LL� � 0 TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. 0 V FQ- a 00 SIMPSON LSTA24 EACH --- "'� (2) 2x TOP PLATE J SPACED EVENLY SPACED EVENLY STUD p ATTACH 2x TO — 2x8 TO UNDER SIDE OF T VERTICALLY VERTICALLY w iii o a �' z o E 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) �/ O U W o 2 a 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS POCKET SGD 2x8 w/ (2) 10d NAILS @ 3" O.C. TO EA. 2x6 POCKET SGD 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD SPACING. MIN (2) 2x a 0 STAGGERED @ 8" O.C. D ATTACHMENT BY VERTICAL ATTACHMENT BY 0 ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR SHEATHING PER BUILDER BUILDER BUILDER U.N.O. CONNECTION W v (4) 12d NAILS EACH Z W Ai � c1=('_TIr)KI n nnl IRI 1= RFnRIK] � � RTFP (a REARING FRAME WALL IrSO1 HEADER 0 -POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER 3/4"=1'-0" 1/2"= 1 1-01. LEDGER @ LOW ROOF SEE TRUSS PLAN FOR 3/4"=1'-0" % .._./ CONNECTION + , 3/4"=1'-0„ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x8 #2 SPF VERTICAL � o 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM NAILING SCHEDULE & STUDS w/ (2) 1/4" X 41/" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O TRUSS MEMBER SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. / � . EACH VERTICAL POCKET SGD 16" O.C. MAX.; ATTACHMENT BY 24" O.C.). IF MAP ONIRY, BUILDER TO GABLE END STUDS w, M EXTERIOR WALL/TRUSS U_ (2) 1/4" X 3'/z" SIMPS. SDS EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. 24" O.C. w MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d O z O SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. LL O SEE Zo HTS20 CLIP FROM SIMPSON H3 CLIP .PLAN POST TO BEAM — WOOD/MASONRY � SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. (4) 1 O NAILS FOR 0 X11 PT POST PER PLAN TO STUDS OR BEAM w/ 7 PLAN (TRUSS SHOWN) CONV. FRAMED ABU POST BASE PER (2) 1/4" X 4l" SIMPS. SDS SCREWS @ 16" 0 MEMBERS ONLY PLAN O.C. MAX.; c 5/8" THREADED ROD w/ TO GABLE END STUDS ' 0":'NUT SET IN ADHESIVE w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. I SDS SCREWS @ 16" FASCIA PER 7 O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PTOR 2x4 SYP II PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" E PRE-ENGINEERED INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES@ 24" O.C. O.C. MAX. SIDE VIEW BASE OF POST @ SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY DO CORNER COLUMN FRAMING XD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"= 1 1-01. LEDGER @ LOW ROOF SEE TRUSS PLAN FOR 10dx3" 1 Od x 3" OPP. SIDE \NCE PER ROOF SHEATHING, FASTEN PER PLAN z 0 W a U) � �0 J F— (UJB W Q J � = W MORE INFO & ++ CONNECTION + , ++ 2x8 #2 SPF VERTICAL � o @ 24'" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER NAILING SCHEDULE & ` (4) 12d NAILS EACH O TRUSS MEMBER ° z 2x8 w/ (2) 1 O NAILS @ / � . EACH VERTICAL POCKET SGD ATTACHMENT BY 24" O.C.). IF MAP ONIRY, BUILDER SO4 HEADER @POCKET SLID 10dx3" 1 Od x 3" OPP. SIDE \NCE PER ROOF SHEATHING, FASTEN PER PLAN z 0 W a U) � �0 J F— (UJB W Q J � = W -j 16d COMMON NAILS � o EA, STUD OR TRUSS 0 V O to ° z "- �? ®ova rZ00 / � . �•Q� J c): `� 0 Z ~ fir® U) w U 24" O.C.). IF MAP ONIRY, Qo���l z M USE (2) 1/4" TA CO S U_ 2x4 #2 SYP CONT. w/ (2) ER -j 16d COMMON NAILS 2 EA, STUD OR TRUSS 0 V O MEMBER, TYP. (MAX. 24" O.C.). IF MAP ONIRY, Qo���l M USE (2) 1/4" TA CO S , yf w/ MIN. 2" EMBED. 24" O.C. w z Q �Ur O z O --• TRUSS PER PLAN U o LL O Zo z — WOOD/MASONRY � Z �� WALL OR TRUSS, SEE 0 X11 PLAN (TRUSS SHOWN) O 0 z a. am L C) H UA Q J 0 w _j z Lu� M EEp LU Q W � z LL� � 0 Z 0 V FQ- a 00 J w J U Nz? c _ J p Q 0 — 2x8 TO UNDER SIDE OF T Z¢ w iii o a �' z o E ROOF SHEATHING ~ �/ O U W o 2 a w LL QN via J ZW W I- Z u..UN¢ o 2x8 #2 SPF VERTICAL a 0 ""� 1- D Q @ 24" O.C. w/ EXT. 0 W SHEATHING PER U ♦ ^ NAILING SCHEDULE & Q W v (4) 12d NAILS EACH Z W TRUSS MEMBER (TOP a _ �. AND BOTTOM CHORDS w U) ALONG W/ WEBBING) w� CL 2x8 w/ (2) 10d NAILS @ EACH VERTICAL C7 z z Lj o 1/2"=1'-0" S 00 Q N �f W d Ill Z = J c �- W 0 p 0 1 w coz C4 m � Z cU) ..,I Q U 0 LL UJ � O Lu p _ Q I- F- U F— U) STRUCTURAL ENG: CFG < DRAFTING p z LU___ -STRUCT: JB _.....- QC CHECK MRB JOB No. TM - 2171018 Lij SCALE: AS INDICATED ~ DATE: 06/30/17 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO --- FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL J 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 NN BARRIER (FELT PAPER. OR SIM) IS PROVIDED i, BEARING SEE PLAN LINTEL AS PER PLAN DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-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 W z w O CONNECTIONS v SIMPSON MSTAM36 — DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F� SIMPSON SP4 w/ (6) 10d p SEESTANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�<< x1-1/2" @ 24" O.C. (USE <<S x1-1/2 @ 24 O.C. (USE I_ z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 StiFFT SP6 @ 2x6 STUDS& SIMPSON LSTA30 �F�T SP6 @ 2x6 STUDS & p 0 USE SIMPSON ; ANGLE)STRAP (MAX 10- W/ 22 10d SP8 @ 2x8 STUDS) STRAP (MAX 10- ANGLE) W/ (22) 10d SP8 @ 2x8 STUDS) � a MSTCM60 STRAP W/ ( ) REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. STRAP NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS (2) 2x SPF TOP. PLATE (2) 2x SPF TOP PLATE p OVER TOP PLATE MIN.' OVER TOP PLATE MIN, INFO. FOR TRUSSES 20" TO U.N.O. ON PLAN U.N.O. ON PLAN O (� 3", THEN RUN DOWN 3", THEN RUN DOWN HEADER - SEE 2ND U) 26" DEEP FACE OF JAMB STUDS/ 0 HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. Z UJ PRE -ENG. FLOOR HEADER FLOOR PLAN FOR MIN. HEADER z 0 (IF TITENS ARE NOT IN HEADER SIZE & REQ'D SYSTEM - IF NO FLOOR Q HEADER SIZE &REQ D LINTEL COURSE OR EXTERIOR SHEATHING JAMB STUDS SYSTEM INSTALL INTO FILLED CELL USE (1) SIMPSON LSTA30 JAMB STUDS m FROM TOP OF WALL EXTERIOR SHEATHING KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO TO BOT. RIBBON, NAIL Q SOLID BLOCKING U.N.O. ; FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE FROM TOP OF WALL O UNDER COLUMN FRAMING PLAN FOR PER PLAN :. PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL � ABOVE CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN - - - _ PROVIDE SOLID IF HEADER IS UPSET u - BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL w MORE INFO FLOOR GIRDER OR AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS = W OR LVL GIRDER COL. EVEN WITHIN MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Iy FLOOR TRUSS PLATE w/ (2) 10d NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS O TOENAILS. EXT. TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x ®191111 �If//® HEADER OPENINGS z ®®fir ®o�j NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2)10d O m�® eo, c� LESS THAN 4FT:(I) 2xLo BARRIER (FELT PAPER _ ,. TOE NAILS AT EA. END TOENAILS. OPENING co �, •®® , �/ 3/4"=1'-0" 3/4'=1 -0 SILL PLATE w/ (2) 10d Q- ® LLl to OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) •° °•. �, d o0 WIDTH 4'-0" ). USE A35 2x SILL PLATE w/ A35 2 2x SILL AT WINDOW TOENAILS. OPENING roj• U. 6 • -3 J r - REFER TO PLAN FOR CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x O LARGER THAN 4FT: (2) 0 ®• r Q o 2x 2ND FLOOR STUDS w/ 2x CRIPPLE STUDS Zz 9 cc0 U) Z BUILT-UP COLUMN 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 ° w SEE PLAN FOR MORE O @ AT EA. END NAILED TO a O" O ; cJ O STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x w® C7 _ INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS ' z • e BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES O 16" O.C. -� NAILS @ 8" O.C. THEN • r~ NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ 2 10d TOENAILS -j PLAN BEYOND B •®•®®••® ` �_ STUDS @ 16 O.C. T&B (PLYWOOD � ®o e®® Z SEE FLOOR FRAMING „ ®� gyp` ®® Q 0 COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4 T&B) ATTACH SILL w/ (2) 10d SHEATHING REQ'D `� '®®® `®®® >- O MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4'" TITENS; IF ; TOE NAILS AT EA. END T&B) �/11lF191®` SEPARATE SHEATHING PER BEARING WALL FLOOR TRUSSES ARE OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE UNDER WINDOW WIDTH 4'-0"). USE A35 Ep (2) SIMPSON LSTA18 "- (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR w 1/2 DIA. THREAD -_-- - - STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER ROD WITHIN 6" FROM SINKERS & (14)1/4"` X 2 ; THAN 4' BUT LESS � IL u COL; SEE BRG WALL/ FLOOR w/ (14) 10d 1/4"TITENS INSTEAD. THAN 6' U .NAILS (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A O o 2 -STORY WALL SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ LI TITENS ARE NOT IN LINTEL COURSE OR � � '� � S. z INFO. FLOOR W/ (14) 10d INTO FILLED CELL USE �` SIMPSON TO STUDS / O "''���ly 2x TOP &BOT. Q FLOOR TRUSS TO IT NAILS �, RIBBONS, CONT. ( ) C6 t� �� � REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. U FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR Fw- o FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF �- O z INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS " TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ — FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18 SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) %4'X2/4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS SO HEADER CONNECTION 2nd FLOOR a MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT @ BE 1/2" GYP BOARD OR 3/4"=V -Q'" WD. HD. HT. 3/4"=1"-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING TRUSS w/ 8d NAILS AT DETAIL WF10/SD4 DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER ATTACHED PER SHEATHING PER PLAN 16" O.C. TOP AND NAILING SCHEDULE PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS ,SEE UNDER WINDOWS AND ATTACH PER NAILING POWERS STEEL SILL FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, 2x4 #2 SYP BLOCKING FRAMING PLAN FOR CONTINUOUS FROM TYP. @ ALL WINDOWS SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOP OF TOP PLATE TO @ 48" O.C. W/ (2) 12d 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 BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BLOCKING FOR BEARING WALL PER 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL PLAN VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM VERT REINF. BEYOND ENp 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16dFRAME 2x4 KNEE 16d NAILS; BOTTOM RIB NAILS; BOTTOM T S T FLOOR WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE MASONRY WALL PER ,.I ' BRG DIRECTLY ON BOTTOM PLATE, SLIT SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON FLOOR DECKING TO f ACCOMMODATE PLAN .� ., CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT SEE FOUNDATION CONNECTOR (2) ROWS 8d NAILS @ (MAX) FOR HANGER PLAN FOR MORE INFO SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP FIN. FLR. 1/2 GYP. CLG BD OR CONNECTION f, (1) 5/8" TYPE "X" WHEN �° (1) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. 0'-0" I (1) ROWS 8d NAILS @ IN GARAGE 2x RIBBON OR ,� a.: IN GARAGE SHEATHING TO ' CANTSEE ILEVERR RIBBON 00 3 O.C. WALL MASONRY WALL PER • �' BOTTOM RIBBON SIMPSON META16 AT GRADE ; MASONRY WALL PER :" .I . SHEATHING TO h MASONRY OR MTS12 BLOCKING w! N IL PLAN ° :. BOTTOM PLATE PLAN MAX. 1/8" GAP AT WOOD OR (3) 16d TOENAILS NOTE: ALL FLOOR NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR MAX. 1/8" GAP BETWEEN SHEATHING DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF BETWEEN SHEATHING TRUSSES TO BE P.T. IF & CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER & CMU SEE CONNECTION BARRIER (FELT PAPER BARRIER (FELT PAPER TRUSS PER PLAN OR SIM) IS PROVIDED 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED KNEEWALL TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONA-s—ikFLOOR TRUSS TO GIRDER CONNECTION "" „ 3/4"=1'-0" 3/4"=1.41 3/4"=1'-01" 3/4 =1-0 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12'" O.C. 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4'"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. my END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4""=1 "-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED_ z ❑- r� w a a uj V) HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER �— SEE WS11/SD5 FOR SIM. END CONDITION �-- LINTEL PER PLAN NOT USED 3/4"=1'-0" SEE FRAMING PLAN = I� U a O FOR FLOOR U �'' CONNECTION 0 Z O v, Z H ��51 O 9Cs FLOOR GRIDER OR > BEAM O O L w HEADER CONNECTION @ 2nd FLOOR HIGH BM 314"=1-0 F- V z © Lu n_o z 0 6 H Zv~i�� UJ E3 Q Q (/ Q z LL 0" c U Z U Eat o OJ 1- O �F-Zco Lu J co zao8 H O O Q���OO E w w w J z W ILL O V a Z J 0 F— Q W Z W © _ Lu U) EL 01 1 (D Z Q O p O z 3 00 Q N 11 W z ZUJ 0 z= i �°-W _ o c 0 1 O z N m 0 -� Z w W".�" ow 0 0 F- °- 0 0 w F- STRUCTURAL ENG: CFG Q DRAFTING: F-- Z -STRUCT: JB - .._. QC CHECK: MRB JOB No. TM - 2171018 w �-= SCALE: AS INDICATED -.._ _..._ ... .... ....... _- F- DATE: 06/30/17 SD5 I 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 WALL ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 1 O SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4",, CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SII NAILING SCHEDULE PLATE w/ 1/2" EPO (2) 2x4 #2 SYP BLOCKING w! SIMPSON ANCHOR BOLT Of BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d EMBED. @ 32J -BOLT W/ NO.0 USE (4) 10d & (2) 10d NAILS. UNDER see PLA" FROM EA.END NAILS. UNDER see PLA" WINDOW JAMBS ONLY CC k WINDOW JAMBS USE 2 2x6 w/ HUC26-2. O LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRINTERNG IOR OR AND 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.) QP(' TlnKI n RAIcPn Hl=l=i TRI. IRR q1�.. SFCTION an COMBO TRUSS fiF0 WALL SPLICE DETAILS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS I I A k l ^ OTHERS EXTERIOR SHEATHI"" FROM TOP OF WALL TO BOTTOM OF SILT PLATE ATTACH PEP PLAN --- NAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILIl` SCHEDULE RUSS I I PRE-ENGINEERED TRUSS PER PLAN I 2x6 #2 SYP CONT. I LEDGER W/ (2) %"x3-1/2" I SDS WOOD SCREWS @ 16" O.C. MAX. & 3 FROM EA. END - USE IRECESS (3) SCREWS FOR 24" SIMPSON HUS26. U: LEDGER INTO O.C. HUS26-2 FOR 2PLY RUSS. VERIFY W/ ( TRUSS RUSS SHOP R PLAN(DRAWINGS 2x8 SYP #2 LEDGEF MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) 603 LEDGER @ OPEN TO BELOW LEDGER AT GIRDER 1-1/2"=V-0" 3/4"=1'-0" 3/4"=1'-0" EXT. FINISH PER EXT. WALL SHEATHING PER WF10/SD4 2x8 MIN. SPF #2 @ 16" ROOF SHEATHING PER EXTERIOR SHEATHING —� SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. d BOTTOM PLATE BLOCK ADJACENT Z ATTACH PER NAILING BAYS @ EACH w SCHEDULE DIAGONAL AS SHOWN. � FASTEN ROOF SHEATHING TO Lu 0 ARCHS FROM TOP OF WALL J Q BOTTOM OF TRUSS/ TO BOTTOM OF SILL GIRDER SEE PLAN FOR • 4c ®® s° �� •e '`s °•®® .••®� PLATE ATTACH PER U J INFO. IF WALL NAILING SCHEDULE ----- ----- ROOF SHEATHING ------ _._ .......... ATTACH PER NAILING IMPSON H2.5 EA. I SCHEDULE RUSS O.C. - SEE FRAMING PLAN. I I PRE-ENGINEERED ROOF SHEATHING TRUSS PER PLAN I2x6 NAILING SCHEDULE #2 SYP CONT. FOR MORE INFO "° LEDGER W/ (2) Y4'x3-1/2" I SIMPSON HU526. USE ---� ' IRECESS LEDGER INTO SDS WOOD SCREWS @ HUS26-2 FOR 2PLY ROSS. VERIFY. W/ 16" O.C. MAX. & 3" FROM EA. END - USE (3) TRUSS RUSS SHOP (DRAWINGS SCREWS FOR 24" 0 C. 2x8 SYP #2 LEDGER W/ � .� U) MIN. (4) 16d NAILS TO 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER �.T. USE O)16d N °D D04 LEDGER@ LOW ROOF REVIEW THREADED ROD SPACING 3/4"=1'-0" EXT. FINISH PER EXT. WALL SHEATHING PER WF10/SD4 2x8 MIN. SPF #2 @ 16" ROOF SHEATHING PER 2x4 NAILER W/ (2) 10d NAILS @ 16" O.C. 2x4 STUDS @ 16" O.C. — 1/2" GYP. BOARD SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. d BOTTOM PLATE BLOCK ADJACENT Z ATTACH PER NAILING BAYS @ EACH w SCHEDULE DIAGONAL AS SHOWN. � FASTEN ROOF SHEATHING TO Lu 0 ARCHS FROM TOP OF WALL TO J Q BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR • 4c ®® s° �� •e '`s °•®® .••®� WINDOW ATTACHMENT U J INFO. IF WALL -- ----- ----- - _._ .......... F-- W GIRDER BELOW SEE LD02/SD4 FOR SHEATHING PER O.C. - SEE FRAMING PLAN. BLOCKS W/ $d NAILS @ V_ PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE UJ FOR MORE INFO DETAIL WF10/D4 PLAN FOR MORE INFO. SIMPSON H10A @ 6" O.C. N IF PORTIONS OF THIS WALL c _ .. .�.. )SEE CHART FOR REQUIRED JACKS / O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER U) U) 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL Z KINGS # OF STUDS TO MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BETWEEN STUDS W/ MORE INFO. BRACE O BOTTOM OF FLOOR SYSTEM 0 Z (2) 12d TOE NAILS (5) 16d NAILS BRACE I_ z IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 OE UNDER 2ND STORY COLUMNS, PROVIDE EACH END TO BLOCKING O SOLID BLOCKING WITHIN FLOOR SYSTEM --� AF�l2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.z ALL THREAD ROD C 1,"=1'-0"" 00 ATTACH SHEATHING @ 48" O.C., SEE PROVIDE 2x4 BRACE 'n l2 _ Q N 11 T O BOTTOM PLATE 1/2" NUT & 2" x 2" x 118" 2x8 P.T. BOTTOM FOUNDATION DETAILS TO EACH ADJACENT W 0 W/ (1) ROW $d NAILS SQUARE WASHER PLATE. FOR CONNECTION @ • DIAGONAL, FASTEN O Z = J a W. @ 3„ O.C. 1/2” J -BOLT OR 1/2" BASE • TO DIAGONAL W/ (2) ULIJ (1) I SHEATHING TO THREADED ROD W/ 2x4 BOTTOM PLATE, 16d NAILS Z D O 1 E OVERLAP BOTTOM SIMPSON SET -XP CONNECT TO DOUBLE � PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM z N Ln PLATE 1 1/4" (MIN.) EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT TOP PLATE W/ 16d TRUSSES PER PLAN m cn (2) 2x SPF TOP PLATES U.N.O. 0JZ lx PT NAILER AS REQ'D FROM EA. END OF CONTINUOUS TO BASE WALL. ANCHORS " ° PLATE, SIMPSON SP8 NAILS @ 6" O.C. O.S.B. TO OVERLAP Q W SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS BOTTOM PLATE 1 1/4" WALL BRACING @ 48" w re 0 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW CONT. #5 IN TIE BEAM EMBED. TO CMU. '. ARE REQUIRED EA. (MIN.) O.C. MAX. 45° FROM 00 (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO ' B oel U Q_ 0 . STUD TO TOP AND a (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 100) w EXT. FINISH PER BOTTOM PLATES. FLOOR WALL W/ BRACE NOT REQUIRED H W STRUCTURAL ARCHS ° 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6 FROM EAVES. �( DRAFTING: P: C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. O Z -STRUCT: JB QC CHECK .............. MRB 0 JOB No. TM - 2171018 Lu SCALE ,,NF1 SECTION @ OPEN TO ABOVE AN BRACING @ 2 STORY FRAME WALL o ��®®®®®� r •®®. ®®• ;���i �. 11-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN 12 PER PLAN (2) 2x TOP PLATE --- ' (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN----""'� FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W! (2) NAILS 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION 1 "=1'-0"" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. PER ELEV. SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 2x #2 SPF STUDS @ 16" EL O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO J Q BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR • 4c ®® s° �� •e '`s °•®® .••®� WINDOW ATTACHMENT U J INFO. IF WALL SHEATHING ISN'T CONT. LSTA18STRAPS ARE REQ'D FROM STUDS TO F-- W GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE UJ FOR MORE INFO NAILS INTO HEADER IF PORTIONS OF THIS WALL c _ .. .�.. )SEE CHART FOR REQUIRED JACKS / O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER U) SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" EL ®<ce d : EL to 00 PLATES U.N.O. co Lu a • ® Z — ® l7• J Q Z C (2) 2x SPF TOP h • 4c ®® s° �� •e '`s °•®® .••®� U) W CO U J EL 1 1 EL IL PLATES U.N.O. O o� 0 A 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER Q F-- W (2) 2x HEADER SEE FLOOR PLAN MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d UJ FOR MORE INFO NAILS INTO HEADER IF PORTIONS OF THIS WALL c _ .. .�.. )SEE CHART FOR REQUIRED JACKS / O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER U) U) KINGS # OF STUDS TO MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM 0 Z 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 OE UNDER 2ND STORY COLUMNS, PROVIDE O BELOW SOLID BLOCKING WITHIN FLOOR SYSTEM --� AF�l2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.z C 1,"=1'-0"" 00 _ Q N 11 W I— W 0 W Z = J a W. 2x SPF BASE I PLATE O 1 E o 0 PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM z N Ln cn (2) 2x SPF TOP PLATES U.N.O. 0JZ W ,..." re 0 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO ' B oel U Q_ 0 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO ' ® g Q Q LL w J CL O2 U O U z°r,� Q O 1r� co ri t�� BIZ civ Of o Lu Q MM• z O Z W U o :w O z 4 cn rl O:a O Z q� U) w C'! I— U V ♦ ) 1- J �...� Z U 0 z m O ti O W «S W d UJ E w O J p 0Oa-: w w o = Z Q¢WzpE ° �� �¢ w F_Q aN Z W w 04 u_0N¢ SEE FOUND. PLAN FOR FTG. REQ. 1 1 <z J O o� 0 A 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER Q F-- W SCHEDULE ON FLOOR PLANS FOR MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d UJ NAILS INTO HEADER IF PORTIONS OF THIS WALL c _ .. .�.. )SEE CHART FOR REQUIRED JACKS / O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER U) U) KINGS # OF STUDS TO MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM 0 Z IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 OE UNDER 2ND STORY COLUMNS, PROVIDE O SOLID BLOCKING WITHIN FLOOR SYSTEM --� AF�l2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.z C 1,"=1'-0"" 00 _ Q N 11 W I— W 0 W Z = J a W. O 1 o 0 z N Ln cn 0JZ W ,..." re 0 U Q_ 0 STRUCTURAL ENG: CFG �( DRAFTING: P: Z -STRUCT: JB QC CHECK .............. MRB 0 JOB No. TM - 2171018 Lu SCALE AS INDICATED ~ DATE 06/30/17 SD6 MIN. (3) 2x SYP STUDS REQ'D OF LANDING W 16d NAILS FROI LEDGER TO ST PACK STANDARD (3) 2. STRINGERS W/ SIMPSON A35 / i CLIP TO FLOOR SYSTEM & LANC FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 6" MIN. 10 (2) 2x BEAM PER v— 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0"" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT Ln STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BLOW MASONRY WALL) "' 10" MIN. A -A PLAN VIEW @ 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING re MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH SHEATHING PLYWOODEATHING OVEER R OSB 16d NAILS FROM OF LANDING HLANDING ATTACHED STAIR WINDER DETAIL PACKER TO STUD I - PER GENERAL FLOOR STANDARD (3) 2X12 SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE TOENAILS EACH END IF ATTACHING' MASONRY WAL SEE PLAN FOR MASONRY WALL OR WOOD WALL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE BI I g SIMPSON A35 ' i CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT B -g CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR STRINGERS TO BE A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISOF STEPS MIN�TREAD DEPTHD 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 TRUSSiin/ PER PLAN 2x12 STRINGERS ONE HEIGHT AND PLAN BEAM LAYOUT. HEADER ON EACH SIDE AND WITHIN SUPPORT (#2 SYP) WALL COULD BE ONE @ MID -SPAN A (3) 2x12 FOR REQUIRED 81-011 HEADER AND A SUPPORT 12'-0" A34 @ EA. STRINGER �— 2x JOIST (P.T. IF ATTACHING TO (3) 2x12 MASONRY WALL) CONT TO LANDING LEDGER w/ (3),16d (2) 2x12 NAILS @ 16" O.C. MAX. 6-0" 2x ATTACHED TO STRINGER 2x6 I l I O.C. MAX. FOR Ilil IIIf MASONRY WALL) 2x12 STRINGERS ONE I I I I `— ON EACH SIDE AND III I WALL SEE PLAN FOR ONE @ MID -SPAN III I IIII L -BRACE @ 6'-0" O.C. & 2x JOIST PER (3) 2x12 (2) 2X BEAM PER 9'-0" A35 CONNECTION 2x8 I i I I SCHEDULE @ END OF 9'-0" (1) 2x12 (1) 2x8 2x6 LANDING FOR STRINGERS TO 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAMI LET -IN FASTEN TO TO BEAR DIRECTLY ON SLAB USING MIN. (4)4' BUILT UP COLUMN X 3" EVENLY SPACED BELOW. TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN BASE PLATE ATTACHED PER PLAN GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=1'-0" PENDING LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT AND PLAN BEAM LAYOUT. HEADER MAX WIDTH WITHIN SUPPORT (#2 SYP) WALL COULD BE OF LANDING REQUIRED. SEE PLAN (3) 2x12 FOR REQUIRED 81-011 HEADER AND A SUPPORT 12'-0" INFORMATION. �— 2x JOIST (P.T. IF ATTACHING TO (3) 2x12 MASONRY WALL) CONT 8'-0" LEDGER w/ (3),16d (2) 2x12 NAILS @ 16" O.C. MAX. 6-0" TO EACH STUD. ((2) 1/4" 2x6 x 3 1/2" TITENS @ 16" O.C. MAX. FOR (3) 2x12 MASONRY WALL) 8'-0" 10'-0" `— WOOD OR MASONRY 6'-0" WALL SEE PLAN FOR 2x6 MORE INFO L -BRACE @ 6'-0" O.C. & 2x JOIST PER (3) 2x12 SCHEDULE 9'-0" (2) 2x12 2x8 HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 81-011 (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x$ 2x6 4'-0 ° (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" 2x L -BRACE W/ 12d (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4#-01- L -BRACE @ 6'-0" O.C. & (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'4" (1) 2x12 (1) 2x8 2x6 5'-0" N.T.S. (3) 2x12 2x12 9"-0" (2) 2x12 2x8 7'-0" 7'-0v' (1) 2x12 (1) 2x8 2x6 5'-0" FACE OF TRUSS 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) 2x$ 2x6 PER FLOOR PLAN NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) � V211 ` SEE ARCH PLAN I I -- --- 2x4 CONT. TOP PLATE IT MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6"-0"' @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED@ 2x6 I TOENAILS BOTTOM. HANDRAIL VERTICAL LOCATIONS). KNEEWALL NOTCH SILL PLATE FOR VERTICAL NOTCH SILL AND GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1 1-011N.T.S. a H c u u A C C c L c c i c 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS I 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS LLJ PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND Lk— TO SLIDE DOWN TO Z NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS 0 @ ANY OPENING F_ ATTACH 2x6 VERTICAL TO TRUSS Ya" x 3" 3 DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS EWS SECTION X -X N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATTE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE S STUDS W/ (2) 16d TOE NAILS 3I - NAILS ISI` SEE ARCH PLAN 2x4 SPF STUDS @ MAX. 4'4" ABOVE FLOOR U) 24" O.C. W/ (2) 12d TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR — FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO ACCOMMODATE 2x 2x4 #2 SPF SILL PLATE NOTCH SILL AND I I 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO ®® (2) SIMPSON LSTA24 FACE OF TRUSS •%lh�, r r' All, • r 6 • ®Q: J r ¢ 0 ti STRAP (1 EA. SIDE OF e Q ;: ® ._J 2x6 VERTICAL AND i s�#Jil STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL v L 6'-0" O.C. & " O TO TRUSS W/ (3) Y4" x 3" -BRACE @ @ANY OPENING FLOOR BEAM CONDITION o i SDS WOOD SCREWS FLOOR BEAM SEE EQUALLY o PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1 1-011N.T.S. a H c u u A C C c L c c i c 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS I 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS LLJ Z 0 F_ CL ry U) W ®® w�- • •%lh�, r r' All, • r 6 • ®Q: J r ¢ 0 ti w cc;d� cn z f- O• Z= to U e Q ;: ® ._J w® r O i s�#Jil le®� LL v " O o i 0 c O o i Q i Z > U) U W J ti o v _, o rn ME J ¢ Z � LL C-3) o .- Urn Z 0 cl) p o L o J J w — 0 J � ZZ W Q (n w o Z ¢¢WZO J H H- NLL W V < CN Lu ¢ O V N C Irr—^�- Z Z 0 5 ~ VJ F— W = W pp J D y ' u OO Q N 11 Z 0 Z W J maw 9� Q9 I�Y7i/i © 0 Oct N m Z 0 W n WO 0 �0 I—�F A STRUCTURAL ENG: CFG : DRAFTING: -STRUCT: JB QC CHECK: MRB ......_.......- Y JOB No TM - 2171018 SCALE. AS INDICATED DATE: 06/30/17