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149 Big Spring Ter 14-2239 New construction SFH
THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, KNEE WALL AT 5TAIR5, 6" RA15ED BANDING AROUND WINDOWS AND DOORS AT 51DE5 AND REAR, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, GA5 DROP AT RANGE/COOKTOP, GA5 DROP AT DRYER, GA5 FROP AT W.N., TANKLE55 GA5 W.H., 150 AMP SERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOORS THROUGHOUT, PAINTED KNEE WALL5, 30" UPPER5 AT KITCHEN, GA5 RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR DE COMPLIANCE PLANS M NER DATE SANFORD BUILnING MQvUI A PERMIT ISSUED SHALL BE CONSTRUED TO DE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection # 1-2239 z 4 LOT 48 - THORNBROOKE DARLINGTON - 2585 ELEV. "C" GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES 06-21-14 CREATED LOT SPECIFIC PLAN FOR LOT 48 IN THORNBROOKE, ELEVATION "C" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: POCKET 5LIDER AT LANAI, TRAY CEILING'AT MASTER 5UITE, 5ALE5 GALLERY, DEN, 51NK IN BATH 3, S FT. INTERIOR DOORS, OPEN RAILING IN 15T AND 2ND FLOOR, FLOOD LIGHT5, RECE55ED CAN5, LAUNDRY TUB ROUGH IN AND FLOOR OUTLET IN FAMILY ROOM. PLAN REVISIONS 01 -II -14 COMPLETED PLAN REV1510N5 TO INCLUDE: ADDED POCKET DOOR BETWEEN 5ALE5 OFFICE5 AND CHANGE OF DOOR AND WINDOW5 LOCATION AT 5ALE5 OFFICE5. 09-09-14 COMPLETED REV15ION TO INCLUDE: RELOCATED A/C PADS TO REAR OF HOME. 2 09-17-14 COMPLETED REV15ION TO INCLUDE: © REMOVED ALL GA5 DROP5 AND NOTE5 FROM Zj APPLIANCE5 ® REMOVED TANKLE55 WATER HEATER AND 9D PROVIDED 5TANDARD WATER HEATER AT GARAGE, A5 ADDED ELECTRICAL R15ER TO PLAN5 09-19-14 COMPLETED REV1510N5 TO INCLUDE: © ADDED RADIANT BARRIER 0 ADDED POOL AND 5PA PRE -WIRE ® ADDED 5UMMER KITCHEN PRE -WIRE 9D REMOVED LAUNDRY TUB PRE -PLUMB AT GARAGE DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3C1 -FRONT ELEVATION "C", PARTIAL FLOOR PLANS 3C2 -SIDE AND REAR ELEVATIONS, ROOF PLAN 30 -BUILDING SECTIONS, FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F,B.C. RESIDENTIAL CODE OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINI5HE& THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F,B.C. RESIDENTIAL CODE R103.6.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2 AND A5TM C 1063, PROVIDE BOND BREAK IN ACCORDANCE WITH 2010 F.B.G. RESIDENTIAL CODE R103.63 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRJ 1.11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. 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: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED COFR05ION -RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (RI03.8). WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, 50LID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT 5HINGLE6 (IF APPLICABLE) : 1. WIND RE515TANCE OF ASPHALT 5HINGLE5. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF5L0„ FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO 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 I OR TYPE II OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" P14/5T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MU5T BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOGER. TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA65 MAT (YP51111 BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH :a5TM 01288, 01325, OR CIIIS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TJB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-0N-GRADE FLCOR5 SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 U5ED FOR 5U5TERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORR051VE 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 TERMITE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER °)Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEL')ALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 5LOCK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAvE5 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 SHALL BE FURNI5HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE55IDLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WOWING 5PACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 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 CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE F 0VI5ION5 OF 5ECTION5 M1411.3. EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM 514ALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 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 TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5615LE 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 "THI5 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, 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. 02.28-14 • JOB NUMBER 24002.136• CAD FILE NAME LOT 48 k m w 06-27-14 REVISED C O Lo ` 0 0 � E 4ml LO J too J hW 60 N C9 >JM °NL. • o o�co �t m� C 0:�(NC o 0� l�ti ZZ20 09-09-14 09-17-14 150 STATE STREET EAST 09-19-14 813.925. 1300 TEL • JOB NUMBER 24002.136• CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED 07-11-14 09-09-14 09-17-14 150 STATE STREET EAST 09-19-14 813.925. 1300 TEL 813. 925.1800 FAX WWW.DAV1SBEWS.00M TAMPA • DENVER EST. 1994 F�-- • T1 TLE • COVER SHEET GENERAL NOTES • SHEET • r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925. 1300 TEL 813. 925.1800 FAX WWW.DAV1SBEWS.00M TAMPA • DENVER EST. 1994 F�-- • T1 TLE • COVER SHEET GENERAL NOTES • SHEET • G.G. VERIFY LOCATION OF POOL/5PA EQUIPMENT, SWIJAND LOCATION FOR POOL LIGHELECTRICAL REQUIREMENT G.C. VERIFY: LOCATION AND PRE -WIRE FOR PLUMBING ROUGH IN ONLY ELECTRICAL ROUGH IN ONLY AT OUTDOOR KITCHEN m 3' -0"x3' - A/C PAD TEMP. 54 (VERIFY LOCATIC 1''4" 65'-4" on ELEVATION (-) 0'-4" 52'-4" PITCH - 1/8" / FT. a `r LU u COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 13'-8" TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 G.C. VERIFY THAT DECO DRAIN IS IN5TALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * 04 SLAB I d CAD FILE NAME Zo `0 x m 06-27-14 REVISED C 0 r0 09-09-14 C J hCD 09-19-14 60 �o N2N`,coo) MN' 7 `z'REGE55 FOR C3�E h 'O J V h C LLN t L �++N 0— m PITCH POCKET SLIDER oco0h z620V „ „ 8 8 1/8" / FT. v II _ I I w � 1' 6" 24'-4" L — J 9' I" 3' g" 204" i all- "(VERIFY) (VERIFY) (VERIFY) — 7� I G.C. VERIFY ACRYLIC ® \ / I / \ OF REF. 9 z � ON LANAI FLOOR OUTLET 5LA5 G.J. 8" (VERIFY LOCATION), _ --- _-- ------------------ r---------------------- PITCH 8" I' 8" 2' 8" 2' 0" 2' 0" 8" PROVIDE WATER LINE FOR ICE MAKER />/\ / // Z TO DRAIN I CRO55-HATCHING INDICATE5 - REFERENCE /// � = o - i LIGHT -WEIGHT CONCRETE ELEVATION G/� >/ i POURED OVER 6 -MIL. POLYPROPYLENE LU TO TEMPORARILY FILL GARAGE DOOR REGE55 FOR SALES CENTER BAR GRILL W/ SINK HOOD UNDER CAB REF. AIR HANDLER LINES FROM - NOTE: ALL SLAB ANGLE5 ARE AT 45° (UN.O.) v / i - I PAYER DRIVE / LEADWA LK LOW WALL AT 3'-4" AFF, ABV. ROUGH -IN ROUGH -IN ROUGH -IN UPPER FLOOR �, K. I �- � LU g I6'-6" I L 8" �' 4" P.V.G. _ 3'-8" - 3/4" REGE55 � FOR ENTRY DR 3/4" CONDENSATION I, DRAIN BY PLUMBER :n 28'-8" I I ", 4'-3" 3'-1" 214" PAVERS C. x4 WALL / 1 I 02x4 WALL 3 A/C 20' Il" 3'-10" ^i -0�� x3-0 -- v PAD (SEE MECH. I m 5'-4" 13'-8" � CONTRACTOR FOR Loc.) TILE SHOWER I M I . 3' 8" IV -0" — 1 F — — " `� �4" 3/4" CONDENSATION �? - SEAT ABV. 2'-0" CESS 1P _ _ _ rOPT / P.V.C. DRAIN BY PLUMBER r � (JAS) \ 51-611 o IDR `ALL ER IIWASNER I PED. _ JL _ _ J �WC J L — — _ 8" GM.U. WALL ABV, Z -T 8" C.M.U. WALL ABV. on ELEVATION (-) 0'-4" 52'-4" PITCH - 1/8" / FT. a `r LU u COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 13'-8" TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 G.C. VERIFY THAT DECO DRAIN IS IN5TALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * 04 SLAB I JOB NUMBER 24002.136 CAD FILE NAME • • x m 06-27-14 REVISED C 0 r0 09-09-14 C J hCD 09-19-14 60 N2N`,coo) MN' Cl) L66L C3�E h 'O J V h C LLN t L �++N 0— m oco0h z620V JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED 07-11-14 09-09-14 09-17-14 09-19-14 a`W may. w .may cc: ca N Y oo A � ado•q� t C+, �• M\D �� •,ow»o �V �w� W a 2. z 00 0J 2585 • TITLE • SLAB INTERFACE PLAN ai$IyF-�� - � ��' 1 �;1`c �� Ldp • • NTERFACE PLAN SCALE: 1/4" - I'-0" GARAGE RIGHT • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994. a`W may. w .may cc: ca N Y oo A � ado•q� t C+, �• M\D �� •,ow»o �V �w� W a 2. z 00 0J 2585 • TITLE • SLAB INTERFACE PLAN ai$IyF-�� - � ��' 1 �;1`c �� Ldp • • NTERFACE PLAN SCALE: 1/4" - I'-0" GARAGE RIGHT • SHEET • T.OM, T.O.M. 9. -All pl-An A.F.F. AFF. G.C. VERIFY LOCATION OF POOL/SPA EQUIPMENT, 5WITCH LOCATION FOR POOL LIGHT AND i BOTT. OF LINT T.OM. ELECTRICAL REQUIREMENTSAT 8' 0" A.F.F. 91-411 G.C. VERIFY ACRYLIC ON LANAI Q . i-- " 0 LANAI 9'-8"x14'-4" 9'-4" PLT. HT. G.C. VERIFY: I T.O.M. T.O.M. LOCATION AND PRE -WIRE FOR 91_All 9-411 PLUMBING ROUGH IN ONLY`h AFF ELECTRICAL ROUGH IN ONLY LOW WALL AT OUTDOOR KITCHEN AT 3'-4" AFF 51NK HOOD REF. ROUGH -IN ROUGH -IN ROUGH_IN 1 8 T.O.M.T.OM. 9'-4" 2 - 26 5H. /_'9'-4" HD. AT 8'-0" � o I oc ( I �Z ARCHFROM I w 8'-0" TO 8' 8" FAMILY ROOMI a LINE OF SECOND DINING 19'-6"x14'-0" I 2 -STORY VOLUME FLOOR ABV. I 9'-4" x1 C I 9 -4" FLATAT CLG. * * * * 2 STORY 19'-4" G.C. VERIFY 84'1 H. CLG. CLG~ INTERIOR DOORS AT MAIN FLOOR * * * * I CPT, TILE OPENING1 4211 H I STAIR DATA: RAILING o TO UNDER I IS R15ER5 AT u 5TAIR5 1.38" EACH 10,00" TREADS FLU514 FRAME ' d TO FURRING a' 19'-4" SLOPING I I 2 5 OR 9'-4` ARCH FROM MASTER SUITE 16'-0"x14'-4" 9'-4" TRAY CLG. 1 ATTENTION TRU55 MANUF.: TRAY CLG. IN MA5TER — 5UITE 15 DOWN -FRAMED — 9'-4" FLAT CLG. J 8 811 FLAT GLG, 2`� CAD FILE NAME GLG. CLG. I �tiW FOR MAIN FLOOR 07-11-14 Lu Y-6,6-011 x3 -0 A/C PAD FOR I I3'-0`6-0' A/C I I3'-0"64" A/C I TEMP. 5ALE5 I I IPAD (5EE MEC11I. IPAD (5EE MECI11. (VERIFY I I ICONTRACTOR I ICONTRACTOR I LOCATION) L — — — _j FOR LOC.)— -i FOR LOC.)_ I 51NK HOOD REF. ROUGH -IN ROUGH -IN ROUGH_IN 1 8 T.O.M.T.OM. 9'-4" 2 - 26 5H. /_'9'-4" HD. AT 8'-0" � o I oc ( I �Z ARCHFROM I w 8'-0" TO 8' 8" FAMILY ROOMI a LINE OF SECOND DINING 19'-6"x14'-0" I 2 -STORY VOLUME FLOOR ABV. I 9'-4" x1 C I 9 -4" FLATAT CLG. * * * * 2 STORY 19'-4" G.C. VERIFY 84'1 H. CLG. CLG~ INTERIOR DOORS AT MAIN FLOOR * * * * I CPT, TILE OPENING1 4211 H I STAIR DATA: RAILING o TO UNDER I IS R15ER5 AT u 5TAIR5 1.38" EACH 10,00" TREADS FLU514 FRAME ' d TO FURRING a' 19'-4" SLOPING I I 2 5 OR 9'-4` ARCH FROM MASTER SUITE 16'-0"x14'-4" 9'-4" TRAY CLG. 1 ATTENTION TRU55 MANUF.: TRAY CLG. IN MA5TER — 5UITE 15 DOWN -FRAMED — 9'-4" FLAT CLG. J 8 811 FLAT GLG, 2-66-0 ----- —� W.N. RANGE I IN5ULATE 0 fL W/ HOOD I WALLS OFFICE I o I 10'-0"x9'-4" Oi 0. 9'-4" PLT. H — \, KITCHEN I I / \ 9'-4" FLAT CLG. I SWI / 2-6x61 8 T. INSULATE G ARCH FROM / / ,�:�ABOVE V-0" TO 8'-8" / / LINE OF SECOND / FLOOR ABV. N / BARREL ARCH\ g OF 0,110 2 " FROM 8-0 9'-4" PLT. HT. 5 5H. TO 8'-8" LINE OF SECOND I FOYER FLOOR ABY. 2x6 WALL 9'- 4" INSULATE 2.6x8-0 OQ� FLAT CLG WALL5 0 J DENLINE OF SECOND H 11'-4"x10'-6" FLOOR ABV. Z I 9'-4" FLAT CLG. FLU511 FRAME W Q, TO FURRING PAVER5 26 5H. Hp, AT V-011 FLAT HEADER AT 84" A.FF, TEXTURED FOAM BANDING (TYP.) (5EE ELEVATION) TOM. V-4" A.F.F. H.B. TEMPO RY INTERIOR 3-0x6.8 ,,,,--NON. NON L AD BEARING TEMP. FR DR PARTIT ON WALL5 Q ISPLAY ROOM 2�-IR 9 -8"x20'-O" \ -4" PLT. HT. O TEMPORARY EXTERIOR NON -LOAD BEARING BUILDER INSULATED WALL \ D15PLAY � Li - ems, R, CA = Q HATCHING NDICATE5 RECE55IN RU55E5 rTimp4p, FOR HAN NG A.H. (G,C. VERI Y 51ZE REQUIR NT5) LINE OF DRY5TACK LEDGE5TONE T.O.M. 9'-4'1 AFF. G.C. VERIFY RADIANT BARRIER 24002.136 CAD FILE NAME GLG. CLG. I I FOR MAIN FLOOR 07-11-14 Lu PLAN 111111111,115 ENTRY LINE OF NI n DRY5TACK VOI. UME CLG. `8'-0" TO 641 M 9'-411 L_ -' � v ro= n co 00 a -1 0 c 0. �m �z n to � x -t( 0 zz I FLAT HDR. I 2x8 WALL _ _ _ _ �� ° 2 8 WA L AT 4'-4" 5EE SECTION � I 91"411 AIR HANDLER 9'-4" I GLG. �? 0 LINES FROM UPPER FLOOR CLG, ,t, ^,��`b V 9'-411 2 6x8 0 M.C. CLG- BFD M. BATHco CPT. TILE TEMP. GL. ENCL. a UTIL. Lu PWDR ON 42" H. LOW WALL Y 91.411 91"411 N 1.66-0 91-411 24" G TILE SHOWER GLG, GLG, BFD CLG. a LAV. O 20" N. TIL I DRYER —I DASHER I ED 5 5N. L 5N. J L LAV SEAT AIR HANDLER ---,"14 TEMP. 5H. T.O.M. TEMP, GL. ENCL, LINE5 FROM HD AT 84" V-411 ON 42" H. LOW WALL UPPER FLOOR DIRECT VENT HANSEN BOX DRYER THRU BELOW PRECAST EXT. WALL LINTEL 2-66-0 ----- —� W.N. RANGE I IN5ULATE 0 fL W/ HOOD I WALLS OFFICE I o I 10'-0"x9'-4" Oi 0. 9'-4" PLT. H — \, KITCHEN I I / \ 9'-4" FLAT CLG. I SWI / 2-6x61 8 T. INSULATE G ARCH FROM / / ,�:�ABOVE V-0" TO 8'-8" / / LINE OF SECOND / FLOOR ABV. N / BARREL ARCH\ g OF 0,110 2 " FROM 8-0 9'-4" PLT. HT. 5 5H. TO 8'-8" LINE OF SECOND I FOYER FLOOR ABY. 2x6 WALL 9'- 4" INSULATE 2.6x8-0 OQ� FLAT CLG WALL5 0 J DENLINE OF SECOND H 11'-4"x10'-6" FLOOR ABV. Z I 9'-4" FLAT CLG. FLU511 FRAME W Q, TO FURRING PAVER5 26 5H. Hp, AT V-011 FLAT HEADER AT 84" A.FF, TEXTURED FOAM BANDING (TYP.) (5EE ELEVATION) TOM. V-4" A.F.F. H.B. TEMPO RY INTERIOR 3-0x6.8 ,,,,--NON. NON L AD BEARING TEMP. FR DR PARTIT ON WALL5 Q ISPLAY ROOM 2�-IR 9 -8"x20'-O" \ -4" PLT. HT. O TEMPORARY EXTERIOR NON -LOAD BEARING BUILDER INSULATED WALL \ D15PLAY � Li - ems, R, CA = Q HATCHING NDICATE5 RECE55IN RU55E5 rTimp4p, FOR HAN NG A.H. (G,C. VERI Y 51ZE REQUIR NT5) LINE OF DRY5TACK LEDGE5TONE T.O.M. 9'-4'1 AFF. G.C. VERIFY RADIANT BARRIER AA PAVER DRIVE / LEADWALK 24002.136 CAD FILE NAME REFER TO SHEET 2A2 fl FOR MAIN FLOOR 07-11-14 Lu PLAN 111111111,115 ENTRY LINE OF NI n DRY5TACK LEDGESTONE OM M 9'-411 AFF. -' � v ro= n co 00 a -1 0 c 0. �m �z n to � x z AA PAVER DRIVE / LEADWALK LINE OF DRY5TACK LEDGE5TONE fIJ 24002.136 CAD FILE NAME x co w �m fl LO C 0 o 07-11-14 Lu 0 ENTRY Z LINE OF DRY5TACK LEDGE5TONE fIJ JOB NUMBER 24002.136 CAD FILE NAME x co w ISSUED 06-27-14 LO C 0 o 07-11-14 LANAI 0 ENTRY 09-17-14 NI n 09-19-14 to'A 0)N � M >;JM 6 Cl) LL Lo ro= n co 00 a -1 0 c 0. I 3�0E cy (0 ron 0 zz I JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED 07-11-14 LANAI 09-09-14 ENTRY 09-17-14 TOTAL 50. FT, 09-19-14 ;' o� �je•e•s•r 0 'ti �•r'�', Orr I/r „ • 0 ® � 0: -> •r r�',•�c`"'� r ••r♦•s•°• !� LJLJ C!7 >d `S z W z 0 HATCHING LEGEND INSULATE WALL MAIN FLOOR 14roI S.F. UPPER FLOOR 1118 S.F. ra) DAVIS BEWS DESIGN GROUP 2585 S.F. 150 STATE STREET EAST OUXA4A& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER. -� EST. 1994 ;' o� �je•e•s•r 0 'ti �•r'�', Orr I/r „ • 0 ® � 0: -> •r r�',•�c`"'� r ••r♦•s•°• !� LJLJ C!7 >d `S z W z 0 HATCHING LEGEND INSULATE WALL MAIN FLOOR 14roI S.F. UPPER FLOOR 1118 S.F. TOTAL LIVING 2585 S.F. GARAGE 455 S.F. LANAI 13e S.F. ENTRY 115.F. TOTAL 50. FT, 3250 S.F. MAIN FLOOR PLAN NOTES 5CALE: 1/4" = I'-0" GARAGE RIGHT •IIII�I�IIII 2585 • TITLE • MAIN FLOOR PLAN NOTES 01 • SHEET • 1, REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 291-0" 65'-4'I 36'-4" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT a A x m w z U r0 v 0 � M y °N0M r �. . ,' >JM 6 0 0 r - REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 291-0" 65'-4'I 36'-4" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM WtIWA • DENVER. it 0 oe.•o � of V • . . a • A`e� ,e 00 Z umi cem rf000z 0 Q� 0 rr"o 00 o q�r F� >m 0 v* 2585 , a A x m w z U r0 0 � y °N0M N d �. . ,' >JM 6 0 0 �� = h 33 pRC0 u.=c, _ C', 0.- zz20 V JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM WtIWA • DENVER. it 0 oe.•o � of V • . . a • A`e� ,e 00 Z umi cem rf000z 0 Q� 0 rr"o 00 o q�r F� >m 0 v* 2585 , a A z Ay w HD AT T -a" rAN ANL) L)I IN PLATFORM hv. Hi 1.0 UNI)ER A.N.U. * ECIRE56 JOB NUMBER 24002.136 CAD FILE NAME LOT 48 x 0 w 06-27-14 REVISED 07-11-14 J Lo r0 to 09-09-14 0 09-19-14 60 V 2 Nf7 orf 9 d .M 7- M 6 LL Lm 0 O h � Cc -0 0 0 E 1 OP" N � COC N z JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED 07-11-14 09-09-14 09-17-14 09-19-14 2239 a, UPPER FLOOR PLAN NOTES SCALE: 114" :1'-m" GARAGE RIGHT • SHEETIL 2B1 • DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OUXNAR, FLORIDA 34677 813.92.5.1300 TEL, 813. 925.1800 FAX W W W.DAVISBEWSZOM TAMPA • DEr4VER EST. 1994 o - 2239 a, UPPER FLOOR PLAN NOTES SCALE: 114" :1'-m" GARAGE RIGHT • SHEETIL 2B1 • I 54.4 9,11 -All r X11»�[���iA77�I_1►1 0 • JOB NUMBER 24002.136 • CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORMA 34677 813.925.1300 TEL ,813.925.1800 FAX DAVISBEW&CAM �I1� MPA •DENVER ,���! �� ••eeeseea � /� •W `'9L •• I� �. M • A 0 � 0�.: 60of W z 00 q�r F�m >= 0 110 0 2585 - °«• TI TLE • UPPER FLOOR PLAN DIMENSIONS ENSIGNS $CALE: 1/4" 2"o" GARAGE RIGHT 101111111 r ,, x m C 00 O J N N' ryM o 2 :,, N y .- Lo >;JM `` a ,��'• 00 ro 0% COO 3�E r'*'m 0 - 0 �+ z Lf)ni • JOB NUMBER 24002.136 • CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORMA 34677 813.925.1300 TEL ,813.925.1800 FAX DAVISBEW&CAM �I1� MPA •DENVER ,���! �� ••eeeseea � /� •W `'9L •• I� �. M • A 0 � 0�.: 60of W z 00 q�r F�m >= 0 110 0 2585 - °«• TI TLE • UPPER FLOOR PLAN DIMENSIONS ENSIGNS $CALE: 1/4" 2"o" GARAGE RIGHT 101111111 r ,, STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR 5TAIRWAY5 5HALL BE CONTINUOUS FOR THE PULL LENGTH OF THE PLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN I.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 8" TRAY GLG. IN MASTER 5U UNDER -STAIR PROTECTION ENCL05ED ACCESSIBLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 8302.1 42" H, - RAILING 42" H. - RAIL ING Ill BEAM LINE OF 6'-8" MIN. BEAM FLOOR FLOOR SYSTEM HEAD CLEARANCE 5Y6TEM 3/4" PLYWD-I DECKING 2x 5TRINGER5 1000" 36" H. CONTINUOUS ITYPJ GRASPABLE RAILING — _ m 42" H. u — - 1" N051NG I-• — RAILING v' (TYP.)� STORAGE UNDER `r 2x TREAD5 AND STAIRS `r Ix R15ER5 ITYPJ N 11 TREADS AT 10.00" EACH STAIR SECTION_ SCALE: 1/4" - I'-011 zn P. ARCHWAY A()EY SCALE: 1/4" = I'-0" PLAN DETAILS SCALE: 1/4" = I'-0' GARAGE RIG H1 JOB NUMBER 24002.136 CAD FILE NAME LOT 48 x w w 06-27-14 REVISED U�o 0J a F Y/ O 0 .� N T >:=.J M V Cl') o� 0 O �� ~ '�J V ~ Eo�,CooI L W _ 0 If o 0 C Z�LeF JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED a F DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W.I?AVISBEWS CAM T �' PA • DENVER f ,0000090% Ole o � s ta 'fir fit V) e 4t W V) z 0 00 2585 • SHEET • a F 1112" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNESS W OF ALL RA15ED TEXTURED FIN15H BANDING oc ac AND SAND FIN15HED KEYSTONES (WHERE x > APPLICABLE) IF THICKNESS 15 TO BE "` n DIFFERENT IT WILL BE CALLED OUT AT �SPECIFIC KEYNOTE CALL -OUT z VA I THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8143.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" GUAR OPENINC; HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 PLT, HT. DECORATIVE FIXED SHUTTERS M SECOND F.F. LINE T.O.M. _ DECORATIVE CORBEL (SEE DETAIL) (TYP.) 4" BANDING --__I RAISED FOAM BANDING (SEE DETAIL) a' 4" BANDING 6" SANDING---_ DRYSTACK LEDGE5TONE (TYP.) MAIN FF. LINE GRADE LINE (ASSUMED) on mm!!m 6 I/ 8" BANDING 6 1� - G.C. VERIFY ALUMINUM OVER 2x6 SUB -FASCIA (TYPICAL) 16TUCCO FINISH /5HINGLE ROOF 2HINGLE 12 ROOF �6 6 I� LSHINGLE ROOF 6 I� L STUCCO FINISH EQ. EQ. � 4" BANDING - 8" BAND 24" W. x 2'-6" H. SET BOTT. OF DECORATIVE BAND AT T.O.M. FIXED SHUTTERS SIDING M-011 • x to w C 0 - O II I 1111 �NCM 4) � � Lo > J M � 1111 O 0 roc n V J 0 • N5% C0 Eoro .= roC, 0CJ z ( o � +� zr2° Lop's0 ME 4" BANDING TEMP. LINE OF 2x FRAMED WALL TEMP. - DOOR SURROUND FR. DR IN GARAGE DOOR OPENING FR DR FRONT ELEVATION— SCALE: 1/4" : I'-0" 8" BANDING PLT. HT_ BANDING (TYP.) 1'4' W. x 5-0" H. DECORATIVE * FIXED SHUTTERS 4" BANDING 12 (TYR) ab Mm, SECOND F.F. LINE ^� JG T.O.M. DECORATIVE CORBEL (SEE DETAIL) (TYP.) 2" TEXTURED (TYP.) FIN15H m 6" BANDING DRYSTACK LEDGE5TONE _ZQa (TYP.) MAIN F.F. LINE GRADE LINE (ASSUMED) G.C. VERIFY - ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE * * * * * ,r (iii D c� 0)1 N ELEVATION "C" GARAGE RIGHT • JOB NUMBER 24002.136 • CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAMS SEWS DESIGN GROVP 150 STATE STREET EAST OUWAA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. 2585 , • TITLE • FRONT ELEVATION DETAILS SHEET II 31.1 II • x to w C 0 O -1 N 0 N �NCM 4) Lo > J M `. ` j5 LL O 0 roc n V J 0 N5% C0 Eoro .= roC, 0CJ z ( o � +� zr2° • JOB NUMBER 24002.136 • CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAMS SEWS DESIGN GROVP 150 STATE STREET EAST OUWAA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. 2585 , • TITLE • FRONT ELEVATION DETAILS SHEET II 31.1 II 6AVD FIX 54 KEY67CKS (FAPPLICA6LE) R415EP SA*V FE;S4 TEXTLRED DAV*,* NIS 1HI6 DETAIL 517:6 THE 1YFlCAL fNq?E.°5 G26L RAIrD TEXh'DFiH'S1 DA "WI,W.� AID SAD FNI5RED KEY6TOQ (Gv4 a AMCAELE)IF THI F551570 PE OFFERM D LILL �15 CALLED OJT AT � � °w'EC7'V:KETHOIE CALLOIi # # # # # # # # 7H:LiUES6 F 1E%h@D FN!$N P/ER FRA-. APFLIGIIIX" 70 BE FR 7010 F= RESIDENTIAL, CODE WOW AW F ASTMC120 N6TN,LATIOJ EXRROR LAN..' 1 AW 1HICK FRWrNG AMICATILNFEUMTENf6 iD BE FFR 701,F=RESID3414L CODE RIO367. A\'7 AS L CO3. # # 4 # # # # # TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE'. 3'•I"0. * CLEAR OFEHINZ HEIGHTS N MLLNa (NITS, 04-4 THE OFFI;EG F A4 OPSIME W.M 15 LCCATED rOW THAN 17 WITS ADOVEE TIE FUND GRADE OR S„f ACE 55LDA, INE LOM7 FART OFTHE CLEAR OPEor OF THE LINDOJSHALL Ec- A n. w F i4 NOkSE ADOVE tit FNISF_O FLOOR F TIC 46646E OF A 4 WH PIWIFTER VaERE CIL Wh ARE LOCATED UATI404 =—$ OF FLOOR FER F8C.70I0 REMMW. CODE PLT. HT— �5'aiGLF tl G� ROF� dg P GC. Y_C=Y g� �51WLE AL". 1 OVER R0ff 7 7r6 M5-FAY,AA / g IttflcAL) ryCEq I ASTICC-0 fN51-7 FN,6H-7 D `.m g P G11.TYLE d :. C.N' 7FF. LII _ � �7 ,'DA\T)Wi q TDtt r DEC RA IVE DELCPATM GC�L DL:COR4TFF. DAV] AT TDtt IEEEDETAVfttPJ a FIXED 6HJDER5 `e'EIMV% 4' DAN %--- RA':D FOAM-�" BA*VNS Y b '{ (..E DETAIL) T•6' e' DAVJI1i— FT SN OI HIS F DRI,T_ F4,5 L?asE6iav�'� _ I1TPJ - - NANFF.zi Lh 1 CODE LY 01LA0)4 7EM`. LKI0 7x FRV''D IIW!L tEM.- (A5RKD) DOOR 6MUM FR OR NGAME POOR OFdI% FR OR FRONT ELEVATION `- •6694066• y SCALE. V4'. P.D' • •SEO- No. 42704 •'� ". STATE OF OCT 14 2014 William M. Rmieri, P.E. FL I ic• No.142704 p p Y MAH FF.L� GRADE LNE (AWIM ###### ALL 540M IS AT 6TOIv LOCAAST TIE FACE WE V7' PAST TIE FACE F 7H'i "Tal Y J b h L 'ash L OIL. 0 0 $ �� � E ' dox xMMHR Y400Y 1J6' CAP ""'NAME LOr 46 ISSIED 06-27-14 xENADP P]-11-14 P9 -P9-14 D9 -i7 -I4 P9 -i9-14 II D'IF oREoWvrs tw srwFa srnFErr.\ar 011kM4LFlioltd N6n eL9.926. NPO 'FtL sts. ers.l0ao Fw7c wwwnwvmk�vscam Lu 0 ,m z WO z 1_� ww ow =0 F - 00 O .J 0 �C • 2585 PRE FRONr ELEVA PON DErAILfi ELEVATION "C" 3Cl GARAGE RIGHT 6 I� Q6 12 -SHINGLE Q6 SHINGLE 6 / ROOF 7 ROOF PLT. HT. PLT. HT, _rrm 7n 4ucco ZSTUCCO TEMP. FIN15H T D�� FIN15H 7 6" BANDING ; '- Ll SHINGLE �l OF �-gHINGLE SECOND F.F. LINE SECOND F.F. LINE g 12 6 ROOF SECOND FF. LINE r.o.M. — — - D � T.O.M. 7 TEMP. as -TEXTURED /TEXTURED FIN15H pRYSTACK FINISH z f LEDGESTONE (TYP.) MAIN FF. LINE : as :. - MAIN F.F. LINE GRADE LINE ----'- INE TYP I- GRADE LINE © (ASSUMED) RETURN (ASSUMED) AT 51DES ___________________ I __-__ _____-_- _ (U LANAI ROOF LEFT ELEVATION .N.°.' VENT REQUIREMENTS G.C. VERIFY THAT 33.25 5Q. IN. SCALE: I/8" = I'-0" 4:12 i OF VENTILATION THROUGH UPPER 0 I 2/3 OF ROOF 15 ACQUIRED. 6:12 I I VERIFY QUANTITY OF ROOF VENTS --------- REQUIRED, PER MANUFACTURER'S I SPECIFICATIONS OF NET FREE AREA PER VENT. I I I N I � I �e I I yro I I I I I I I I CAD FILE NAME I I I I I I I I I I I I I 06-27-14 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER I I 24002.136 • CAD FILE NAME i ISSUED 06-27-14 L; U T. o N °N`,M >;Jcm o iL 00 �` °a � E p C00 i t N rO�fp o�'�^ *+ zr�° a 1 I O UPPER ROOF i 09-17-14 r 6,12 w VENT REQUIREMENTS I _o I I G.C. VERIFY THAT 351.39 5Q, IN, X � OF VENTILATION THROUGH UPPER � ca 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS I I I REQUIRED, PER MANUFACTURER'S i tiA SPECIFICATIONS OF NET FREE AREA PER VENT. I ,u j I � I I 6:12 j6:12 A �e P01 6:12 _-� r- I I I i I LOWER ROOF i 6:12 oc 6:12 VENT REQUIREMENTS i - .- G.C. VERIFY THAT 126.93 SQ. IN. OF VENTILATION THROUGH UPPER I 1 2/3 OF ROOF 15 ACQUIRED, i a ^• VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'5 L ------------- --------------J SPECIFICATIONS OF NET FREE 4—TYP. P AREA PER VENT. A3C3 OVERHANG AA AT HIP (U.N.O.) 11/2" THICK SAND FINISH KEYSTONE 3/4" THICK IIF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 To BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE5IDENTIAL CODE 8103.62. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" G.C, vERIFY RADIANT BARRIER ROOF PLAN SCALE: 1/8" = 14" CLEAR OPENING HEIGHT'S IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA66AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RE5IDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE5IDENTIAL CODE R612.3 6 12 /SHINGLE 12 12 Q6 ROOF 6 .w-- SHINGLE PLT. HT. 6" BANDING ROOF — PLT. HT. SECOND FF, LINE 4� --SHINGLE g FINISH%° _SECOND FF. LINE T.O.M. _ ROOF -- i T.OM, TEXTURED TEXTURED _ FIN15H FIN15H * 6, d - MAIN F.F. LINETEMP. MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION 12 6� 6 12/SHINGLE ROOF PLT. HT. 6" BANDING ❑ ❑ STUCCO FINISH 7 SHINGLE ;l SECOND FF, LINE ROOF 8" _ SECOND FF. LINE T.O.M. d- M `r DRY5TACK TYP /TEXTURED L4TYP.)EDGE5TON EARETURN T SIDES FIN15H 7 c, MAIN F.F. LINE - (UN.O.) l GRADE LINE (ASSUMED) SCALE: 1/8" - 14" RIGHT ELEVATION SCALE: 1/8" - I'-0" Q6 1�2 6 SHINGLE �- - ROOF PLT. HT. / STUCCO /- STUCCO FIN15H FIN15H 6' SHINGLE 1�2 4 ROOF 8 SECOND FF. LINE T.D.M. M /TEXTURED /TEXTURED FINI5FI7 FINISH 7 v, / l MAIN FF. LINE r7t GRADE LINE (ASSUMED) '9 CbLJyp �, 7 ELEVATION "C" GARAGE RIGHT 24002.136 • CAD FILE NAME Z ISSUED 06-27-14 L; U T. o N °N`,M >;Jcm o iL 00 �` °a � E p C00 i t N rO�fp o�'�^ *+ zr�° 07-11-14 O 09-17-14 09-19-14 w � w X � � ca z 3/4" THICK IIF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 To BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE5IDENTIAL CODE 8103.62. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" G.C, vERIFY RADIANT BARRIER ROOF PLAN SCALE: 1/8" = 14" CLEAR OPENING HEIGHT'S IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA66AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RE5IDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE5IDENTIAL CODE R612.3 6 12 /SHINGLE 12 12 Q6 ROOF 6 .w-- SHINGLE PLT. HT. 6" BANDING ROOF — PLT. HT. SECOND FF, LINE 4� --SHINGLE g FINISH%° _SECOND FF. LINE T.O.M. _ ROOF -- i T.OM, TEXTURED TEXTURED _ FIN15H FIN15H * 6, d - MAIN F.F. LINETEMP. MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION 12 6� 6 12/SHINGLE ROOF PLT. HT. 6" BANDING ❑ ❑ STUCCO FINISH 7 SHINGLE ;l SECOND FF, LINE ROOF 8" _ SECOND FF. LINE T.O.M. d- M `r DRY5TACK TYP /TEXTURED L4TYP.)EDGE5TON EARETURN T SIDES FIN15H 7 c, MAIN F.F. LINE - (UN.O.) l GRADE LINE (ASSUMED) SCALE: 1/8" - 14" RIGHT ELEVATION SCALE: 1/8" - I'-0" Q6 1�2 6 SHINGLE �- - ROOF PLT. HT. / STUCCO /- STUCCO FIN15H FIN15H 6' SHINGLE 1�2 4 ROOF 8 SECOND FF. LINE T.D.M. M /TEXTURED /TEXTURED FINI5FI7 FINISH 7 v, / l MAIN FF. LINE r7t GRADE LINE (ASSUMED) '9 CbLJyp �, 7 ELEVATION "C" GARAGE RIGHT • JOB NUMBER 24002.136 • CAD FILE NAME x m ISSUED 06-27-14 L; U T. o N °N`,M >;Jcm o iL 00 �` °a � E p C00 i t N rO�fp o�'�^ *+ zr�° 07-11-14 09-09-14 09-17-14 • JOB NUMBER 24002.136 • CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED 07-11-14 09-09-14 09-17-14 09-19-14 r eAl DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX DAVISBEWS.COM I ER �' ++ I� OM " 10 o ® z `\I• �% •" c/ e cn ®Lu e� �**IV Blllle��y, rltllol 0 00 o IM I F�m >= 0 _< dU � �4 m 2585-�. • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • 3 TAB 26 YR SHINGLE ON 15# FELT OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE—ENGINEERED ROOF TRUSSES 0 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN -L BRG. HET. -ALUM, DRIP EDGE 2x6. FASCIA �VENTED ALUM. SOFFIT SHEATH 3c EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. WEATHER FOLD UP WEATHER MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER & AS NECESSARY IN BARRIER FENORARILY SECURE CORNERS THROUGH FLASHINC, WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE 2 (ASSEMBLED WINDOW 0 G) FLASHING FLASHING IDO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE—IN INSIRUCIIONS: NOTES: 1. CUT, FOLD UP & TEMPORARK.Y SECURE WEAIHER RESISTIVE 1, FLASHING TO BE FLEXIBLE SELF -ADHESIVE TYPE (MIN. BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD A. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL WINDOW FLASHING DETAIL N.T.S. 50# FELT OVER METAL. FI ASHING SHINGLE ROOF PER CONTRACT 5`4" METAL FLASHING w/IAR BEIWEILN FLASHING AND SHINGLES Sa-ONGLE PER CON "TRACT TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 1/1 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D N.T.S. 226NOR OTI--1ER APPROVED WEATHER ---RESISTANT MATERIAL.. SHAI.1 BE APPIIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH SIDING FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER IAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51rnm). WHERE JOINTS TIE—IN WITH WEATHER RESISTIVE BARRIER: OCCUR, FEL] SHALL BE LAPPED NOF LESS FHAN 6 INCHES (152 rnm). EXTERIOR EXTERIOR APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. Ti -1E FLASHING SHALL EXTEND TO TI IE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF NOTES: T. INTEGRAIE INSTALLATION OF WEATHER RESISTIVE BARRIER WILL 1, FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLA -IE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT .THAT SELI FLASHING WINDOWS HAVING A CONTINUOUS 3, INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF' THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT FLASHING TO FORM WATER SHEDDING LAPSq 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CHIMNEYS OR 01-IIER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITHPROJECTING LIPS ON BOTI--1 SIDES UNDER STUCCO FOLD UP WEATHER COPINGS. 3. UNDER AND AT" THE ENDS OF MASONRY, WOOID OR METAL COPINGS AND SI[ LS. TYPICAL FLASHING DETAIL ATSILL PLATE 2. SCOPE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO N.T.S. RESISTIVE BARRIER IEMPORARILY SECURE 7. A1 BUd F -IN GL.) ITERS, ... ........... ....... ...... . .. . ...... . ................. ....... . ..... ......... . ........... .... ... . ......... ....... . .. . - ... . ...... . ..... ..... ......... .... . ...... .......... . ... . ........ . . ... ..... ....... ... . .. . . . . ...... ALLOW FOR FLASHING INSTALLATION RF 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALI,. PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE SSR WEATHER RESISTIVE BARRIER SILL PLATE FP (SEE DETAIL FOR OPTIONS) C61 5%5" METAL FLASHING CORNER PAT01 RUN KICKOUT FLASHING 6" W/TAR BETWEEN FLAS f G ANE SHINGI I PAST EDGE OF ROOF — ROOF PER PLAN FLASHINGO FLASHING 11 NOTES: 1, FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (I(MIN, 6" WIDE:)2. TYPICAL ROOF TO WALL FLASHING DETAIL NSFLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN MEW 3. MECHANICALLY FASTEN AS NECESSARY GIRDER12 12 GIRDER TRU66/-TRU55 12 ROOF TRU55E5 AT 24" O.C. (TYPICAL) /2.5TORY BR. 3 [p LC7 p P; VOLUME7 ROOF TRUSSES 0 AT 24" O.C. (TYPICAL) FLOOR 5Y5TEM 11 11 A I as ooaa BEAM cp as DISPLAY OFFICE 1 KI - ROOM li7L,�� �� FAMILY �a SECTION AA. 5CALE: 115" : I'-01' 11/2" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING Q) Lu_ AND 5AND FIN15HED KEY5TONE5 (WHERE Lu APPLICABLE) IF THICKNE56 15 TO BE x DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIG KEYNOTE CALL -OUT --1H TWICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 RB.C. RESIDENTIAL CODE R103-6.1 AND 3/411 ASTM C926. INSTALLATION OF EXTERIOR LATHING AND FTHICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.D.C. RENDENTIAL CODE R103.62, AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F5,C, 2010 RESIDENTIAL CODE 8612.3 SHEATHING PER PLAN 3 15# FELT DRAINAGE PLANE 50 1/5" STUCCO THICKNE85 PAPERBACK LATH MEMBRANE STRIP COVERING WOOD FRAME/MA60NRY INTESECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5/8` STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND GMU WEEP SCREED DETAIL PER M.C.D. ENGINEERING SCALE: 3" - 1'-0" LINTEL LANAI EXTERIOR WALLS SHALL PROVIDE- "IHE i3UIL.IDNG Willd A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. IHE EXIERICIR WALL.. ENVELOIDE. SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF x WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL. EXTERIOR FINISHES OPTION - SHALL BE APLIED IN ACCORDANCE WIIH IHE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSIRUCTIONS, FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 1/1 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR OTI--1ER APPROVED WEATHER ---RESISTANT MATERIAL.. SHAI.1 BE APPIIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH SIDING FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER IAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51rnm). WHERE JOINTS SILL PLATE OCCUR, FEL] SHALL BE LAPPED NOF LESS FHAN 6 INCHES (152 rnm). SEE NOTE y WALL SHEATHING APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. Ti -1E FLASHING SHALL EXTEND TO TI IE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF NOTES: THE FOLLOWING LOCATIONS: 1, FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLA -IE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT .THAT SELI FLASHING WINDOWS HAVING A CONTINUOUS 3, INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF' THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY 'THE BUILDING OFFICIAL. 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CHIMNEYS OR 01-IIER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITHPROJECTING LIPS ON BOTI--1 SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT" THE ENDS OF MASONRY, WOOID OR METAL COPINGS AND SI[ LS. TYPICAL FLASHING DETAIL ATSILL PLATE 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. N.T.S. 6. AT WALL. AND ROOF INTERSECTIONS, 7. A1 BUd F -IN GL.) ITERS, ... ........... ....... ...... . .. . ...... . ................. ....... . ..... ......... . ........... .... ... . ......... ....... . .. . - ... . ...... . ..... ..... ......... .... . ...... .......... . ... . ........ . . ... ..... ....... ... . .. . . . . ...... GIRDER12 12 GIRDER TRU66/-TRU55 12 ROOF TRU55E5 AT 24" O.C. (TYPICAL) /2.5TORY BR. 3 [p LC7 p P; VOLUME7 ROOF TRUSSES 0 AT 24" O.C. (TYPICAL) FLOOR 5Y5TEM 11 11 A I as ooaa BEAM cp as DISPLAY OFFICE 1 KI - ROOM li7L,�� �� FAMILY �a SECTION AA. 5CALE: 115" : I'-01' 11/2" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING Q) Lu_ AND 5AND FIN15HED KEY5TONE5 (WHERE Lu APPLICABLE) IF THICKNE56 15 TO BE x DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIG KEYNOTE CALL -OUT --1H TWICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 RB.C. RESIDENTIAL CODE R103-6.1 AND 3/411 ASTM C926. INSTALLATION OF EXTERIOR LATHING AND FTHICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.D.C. RENDENTIAL CODE R103.62, AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F5,C, 2010 RESIDENTIAL CODE 8612.3 SHEATHING PER PLAN 3 15# FELT DRAINAGE PLANE 50 1/5" STUCCO THICKNE85 PAPERBACK LATH MEMBRANE STRIP COVERING WOOD FRAME/MA60NRY INTESECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5/8` STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND GMU WEEP SCREED DETAIL PER M.C.D. ENGINEERING SCALE: 3" - 1'-0" LINTEL LANAI • JOB NUMBER 24002. 1J6 • CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OUXA4M, FLORIDA 34677 813.925.1300 TEL 813 . 925 . 1800 FAX VVVVW.DAV]SBEWS,C0M ]:)ENVF-R- 41F cv j 0 Zlo op % Lu 00 11�r 0 2 2 3 9 ol ELEVATION 111cif GARAGE RIGHT 0 2585 0 mmma 0 TITLE • BUILDING SECTION FLASHING DETAIL DETAILS 11 3C3 II TZ • • x 0i Lm Lu pp 3�0 E 0 J 0 _j N - OT do 1, .200 c4 PJM 11 LL 0 . L:3 Cj , 0 (D t- CID 0 0 Z T) .0 1 1 • JOB NUMBER 24002. 1J6 • CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OUXA4M, FLORIDA 34677 813.925.1300 TEL 813 . 925 . 1800 FAX VVVVW.DAV]SBEWS,C0M ]:)ENVF-R- 41F cv j 0 Zlo op % Lu 00 11�r 0 2 2 3 9 ol ELEVATION 111cif GARAGE RIGHT 0 2585 0 mmma 0 TITLE • BUILDING SECTION FLASHING DETAIL DETAILS 11 3C3 II TZ I G.C. VERIFY LOCATION OF POOL/SPA EQUIPMENT, SWITCH LOCATION FOR POOL LIGHT AND ELECTRICAL REQUIREMENTS G.C. vERFY: LOCATION AND PRE -WIRE FOR PLUMBING ROUGH IN ONLY ELECTRICAL ROUGH IN ONLY AT OUTDOOR KITCHEN 2 W.P. GF.I.-\ 3'-0"x3'-0" r ----i F ----i F---, A/C PAD FOR TEMP. SALES (VERIFY LOCATION) L ---J L_ --J L--- A/C D15CONN. MAKE-UP MAKE-UP LIGHT LIGHT G.C. VERIFY G.C. VERIFY LOCATION OF DATA PORTS LOCATION FOR NETWORK PRINTER OF CABLE AND NETWORK COPIER / MODEM SCANNER MICROWAVE 4 OUTLET +14" g y `5 — — `'� WH. DATA TELE ELEC. PANEL 200 AMP AT 481 IRRIG. ,I o �� �� �OFFFICE 1 O (- � � Off91 — ,O DISPLAY --1 AT 48" o, Q ► Q ROOM y KITCHEN > MJ / I� CLOT PKT. AFF. DISC.141 1 OFFFICE 2 ;Q� To \ COACH — — — LIGHTS /FOYER F.I. „ \ AT 48 ,O✓ ,011 D PENDANT �- (VERIFY LI: LOCATION)Ia DATA w (� AT 48 i ROUGH -IN FOR OPT. < J FANLIGHT DEN MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTEDMAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY T" G.F.I. ENTRY IO, 4/0 ALU. CABLE ELECTfRICAL <E�' CAD FILE NAME A/C COACH 06-27-14 TT TYP. } +14 AND X12 COPPER TO INSIDE 0Z.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET LIGHTS AND OUTLETS PANEL MO COPPER TO \ DUPLEX OUTLET IN FLOOR WATER HEATER 220 VOLT OUTLET ON�M 08 COPPER TO RANGE 1 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL FAMILY ROOM / I � -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE LL ��. ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN FLOOR OUTLET / I FLUORESCENT LIGHT FIXTURE \ STT. ;Q. EXHAUST FANLIGHT COMBINATION _Oro LLIV t�01 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) (VERIFY LOCATION) R CHIMES (OPTIONAL) I o PUSHBUTTON SWITCH (OPTIONAL) / ® CARBON MONOXIDE DETECTOR COACH LIGHT`` OPT. FAN LIGHT so SMOKE / CARBON MOND. COMBO DETECTOR CIf Z�Let TELEPHONE (OPTIONAL) ® / TELEVISION (OPTIONAL) I (r THERMOSTAT Cp ELECTRIC METER \ </l`� ELECTRIC PANEL LIGHTS°[) ® SPEAKER (OPTIONAL) DINING v J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS fGF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. LANAI 2. UNLESS OTHERWISE INDICATE[), INSTALL SWITCHES AND RECEPTACLES AT THE --� / UP FAN// LIGHT I (o; ;0 TELEPHONE ... 14" (UNLESS ABv COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. W.P. G.F.I. , WALL MOUNT AT 8'-8" I \ 1 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (G.F.U. CM D I v F,B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. I. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, v FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALAF496 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 1$ SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. CH i ROUGH-IN`o FOR OPT. sD / FAN/LIGHT II ARIZ. MASTER SUITE GF.I. M. BATH w (th h r W.P. C LdtL220 V.J L J MAKE-UP MAKE-UP LIGHT LIGHT G.C. VERIFY G.C. VERIFY LOCATION OF DATA PORTS LOCATION FOR NETWORK PRINTER OF CABLE AND NETWORK COPIER / MODEM SCANNER MICROWAVE 4 OUTLET +14" g y `5 — — `'� WH. DATA TELE ELEC. PANEL 200 AMP AT 481 IRRIG. ,I o �� �� �OFFFICE 1 O (- � � Off91 — ,O DISPLAY --1 AT 48" o, Q ► Q ROOM y KITCHEN > MJ / I� CLOT PKT. AFF. DISC.141 1 OFFFICE 2 ;Q� To \ COACH — — — LIGHTS /FOYER F.I. „ \ AT 48 ,O✓ ,011 D PENDANT �- (VERIFY LI: LOCATION)Ia DATA w (� AT 48 i ROUGH -IN FOR OPT. < J FANLIGHT DEN MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTEDMAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY T" G.F.I. ENTRY IO, 4/0 ALU. CABLE ELECTfRICAL <E�' CAD FILE NAME A/C COACH 06-27-14 DISC. TYP. } +14 AND X12 COPPER TO INSIDE 0Z.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET LIGHTS AND OUTLETS PANEL MO COPPER TO \ DUPLEX OUTLET IN FLOOR WATER HEATER 220 VOLT OUTLET ON�M 08 COPPER TO RANGE 1 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL Ip DIMMER SWITCH ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. JOB NUMBER ELECTfRICAL <E�' CAD FILE NAME ( DUPLEX CONVENIENCE OUTLET COACH 06-27-14 LIGHT I DUPLEX OUTLET ABOVE COUNTER } .P. WEATHERPROOF DUPLEX OUTLET \ 0Z.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET J J N �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET \ DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET ON�M WALL SWITCH 1 13 THREE-WAY SWITCH N _t4 FOUR-WAY SWITCH Ip DIMMER SWITCH I -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE LL ��. ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN ro= b J T O TRACK LIGHT FLUORESCENT LIGHT FIXTURE / 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION _Oro LLIV t�01 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) / R CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) / ® CARBON MONOXIDE DETECTOR COACH sD SMOKE DETECTOR LIGHT so SMOKE / CARBON MOND. COMBO DETECTOR CIf Z�Let TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (r THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU1> ROUGH -IN FOR OPT, CEILING FAN v J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS fGF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATE[), INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABv COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RLCEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSET$, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (G.F.U. 6. IT 1$ THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F,B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. I. 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. ALAF496 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 1$ SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JOB NUMBER 24002.136 CAD FILE NAME • • x ro 06-27-14 REVISED 07-11-14 to - 0 0 1 09-09-14 O J J N 09-19-14 N� Q) y ON�M sm N 6 . ,= >;JM `6 LL ��. 00 ro= b J T O c0 E6 _Oro LLIV t�01 CIf Z�Let JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REVISED 07-11-14 09-09-14 09-17-14 09-19-14 2585 • TITLE • MAIN FLOOR ELECTRICAL PLAN SHEET MAIN FLOOR ELECTRICAL PLAN 4A . GARAGE RIGHT e___ 4f DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. EST. 1994 2585 • TITLE • MAIN FLOOR ELECTRICAL PLAN SHEET MAIN FLOOR ELECTRICAL PLAN 4A . GARAGE RIGHT DOWN SWITC G.G. VERIFY: LOCATION FOR FLOOD LIGHTS G.C. VERIFY: LOCATION FOR FLOOD LIGHTS LAY.1#lrl4_-u,- LIGHT EL CTfRf CAL <E'�T- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Ow.P. WEATHERPROOF DUPLEX OUTLET *,F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-6WITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0• RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN *— TRACK LIGHT =*Ea FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q; EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) [7v] TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER _ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U7 ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV15ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.i. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, I. 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. ALAR15 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I'Y UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT • TITLE JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REMISED x ro Lo C �0 0 N' y 0) rn N M art .— I 1�M OLo • O co m Oh 0% co 3�E �L�N z_�° � EST. 1994 JOB NUMBER 24002.136 CAD FILE NAME LOT 48 ISSUED 06-27-14 REMISED W � Z W O O � � O 00 O � J BEWS DAVISDILVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORI0 0 >7 0 D 2585 • UPPER FLOOR ELECTRICAL PLAN4B • SHEET. • A 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA •DENVER � EST. 1994 W � Z W O O � � O 00 O � J BEWS DAVISDILVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORI0 0 >7 0 D 2585 • UPPER FLOOR ELECTRICAL PLAN4B • SHEET. • GENERAL NOTES FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1 A WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111 . 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALL AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL EXTERIOR WOOD STUDS WALLS, BEARING WALL, SHEAR WALL AND MISC. STRUCTURAL WOOD FRAMING MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE #1 SOUTHERN PINE OR SPRUCE PINE FUR. #2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES 6. ALL LUMBER SPECFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 7. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 8. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 9. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 10. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 11. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Win' U.N.O. E = 2,000,000 Wine U.N.O. Fb = 2500 Fb = 3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc _ = 900 Fc _ = 900 Fv =285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24"O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2.5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSFSHINGLE TYPE ROOF COVER) DL = 20 PSF�TILE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT BOTTOM CHORD: DL = 10 PSF DESIGN LIVE LOADSMINIMUM): A) FLOORS - 40 P F B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) C) DECKS - 40 PSF D) STAIRS - 40 PSF E) ROOFS - 20 PSF F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2.STRAPS/CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 5.OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF RECORD FOR APPLICABLE REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6' UNO. 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE 2 AS INDICATED (PSF) WIND I- U Uj ) 0F Z C W 0La 0 Q0= N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (- 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 a �5� 55 ! a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 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 SHEET S1 S2 S3 S4 S4.1 S4.2 S5 SD1 SD2 SD3 SD4 SD5 SD6 NUMBER 1 INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES Q FOUNDATION PLAN Z W DOWEL PLACEMENT PLAN w z w FIRST FLOOR FRAMING PLAN W ° z 00 -On NOTES & CONNECTOR LEGEND �_ U) ROOF FRAMING PLAN W LINTEL PLAN m ° ° w FOUNDATION DETAILS 0 0 0 ao GENERAL DETAILS 0 GENERAL DETAILS w W 2 GENERAL DETAILS N a TWO STORY DETAILS o TWO STORY DETAILS ® U. a- W o i° Z Z cly"� 4 _ Q j of UPDATES 0:9. `q 2 0 CL. Q �I •aaaa•a '4e IL.LA J O DATE DESCRIPTIONfill It 1% CREATED ELEV. A, B, C AND ELEV A WITH BONUS, 5/9/2014 w WITH MASTER 2 AND WITH BONUS & MASTER 2 a ' o0 c) Q Z n O �GIl6 c Q lyl d v U ��30 0 LU o z Q ^ U .2 o 0 Z U m U LL C) OO�c�StiO� U Z 0 Z ti �1 O � 0 amd COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly rrohibited. co W N 0 Z J H U H co i CFG / BAD U Z dw ffi Z CC 0� 0 v 2 AS INDICATED DATE: Go I- U Uj ) 0F Z C W 0La 0 Q0= a lam 000 N �W p 0 W- LL -WOE E Z - Z Cn CFG / BAD 06ggPl^ Z dw ffi � J CC 0� zb v 2 AS INDICATED STRUCTURAL ENG: CFG / BAD • DRAFTING: STRUCT: EA QC CHECK: CC JOB No. TM - 2141334 SCALE AS INDICATED DATE: 07/08/2014 S1 7G1 A' - COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 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 THE FBC-R 2010 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). 1F 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 @ 6" O.C. EA. WAY O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY ,3 <6> 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY .5 <a> 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY .5 <8> 42"x42"x12" dp w/ /Z's @ 6" O.C. EA. WAY O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.C. (6" MIN. EMBED) U.N.O. FOUNDATION PLAN_ 1 /4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited 0 �O. LLQ N N 0 O N O O 00 Z W O U) z O 0- W fn U% LIJ �WLU of� OW <M 0-2 Up a 0 Q N W_ Z Z W\ LL„ N, 'eg►'ti c�.s� CU �r ®�pp�iilo•�� �4e�4�j IL ' ` V, � p , O � M . x Jryf� N U MM.Ci F� OU c O U Zpp� U Z O 1— 0 Z UjJ I— p I— H I— W W W STRUCTURAL ENG: CFG / BAD DRAFTING: U EA QC CHECK: CC Z TM - 2141334 SCALE: AS INDICATED DATE: 07/08/2014 LU p O/� CO 0008 � p ,,,op HCH 0 Z 8 Lo N 00 n 0 m Z STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: EA QC CHECK: CC JOB No. TM - 2141334 SCALE: AS INDICATED DATE: 07/08/2014 S2 1'-4" 8'4" V 4'-4" 4'-0" L& 4'-0" 1. 4'-0" 1. 4'-0" 1.2'-0" 7'-0" V 3'-4" V 6'-8" 6'-8" 5'-8" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.C. (6" MIN. EMBED) U.N.O. 7'-0" 0 io COMPACTION TEST REQUIRED Results to be Verified at Slab inspection DOWEL LAYOUT PLAN 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 41" lot T- r N W N O N C3 O 00 W � O U) oIn 0 z U > W oC)W z 0° W o � � iY 00 U- a(-5 Q N w W 1-Wr-N U - ,f z W �a0000,a�e�l®r'� °•�� 4= z z ® C%j pry i0•.e•r•a•® �n®� Cf)r J oLLf � e®ls'ecef�ao� W U o ° U Nr Z ^ w0 M U O • r F- z Q U o 0 = Q U z 0 4 :L- o 9 g10�Q ami Z Opti U 0 O � 0 a am U U 0 z WSt 0 U J z J LU H = w O Q I-- LU J O z ODUU a a W z W o C w U) CL C� z 0 a 0 z V o 3: z W 0 _ ao zz F - z O 0 Maui oto o 000000 0 z 2 04 w I— O W z LL ----- o U Q O 0 ..� O H a I— U CL H U) STRUCTURAL ENG: CFG / BAD a DRAFTING: P: z W_._- -STRUCT: __.___.... EA QC CHECK: CC AAS OW JOB No. TM - 2141334 SCALE: AS INDICATED M_ - DATE: 07/08/2014 _._._..... PRE -ENG TRUSSES PER PLAN —� LINTEL PER PLAN FINISH OVER SHEATHING - SEE ARCH PLANS — F21 J Q CFG / BAD d' d' F_ Z -------- Z � r p TM - 2141334 � O V C/) W N N O J IW 0 IXm o a. 0 EL (�Of ZU> a0C U) 0 W W Q O N Z W o � � oU 0 ILLa ac) O O PRE -ENG TRUSSES PER PLAN —� LINTEL PER PLAN FINISH OVER SHEATHING - SEE ARCH PLANS — F21 J Q CFG / BAD V F_ Z -------- Z v ILLI 0 p TM - 2141334 � O V C/) i Z Q 0000 0 tat' O J IW 0 IXm o a. 0 EL (�Of ZU> a0C U) 0 W W m Z W o � � oU 0 ILLa ac) 0 N > LU AqLL W � N 4 TRUSS CONNECTION PER PLAN 2x P.T. TOP PLATE. FASTEN PLATE TO LINTEL W/ 1/4" x 3-1/4" TAPCONS @ 8"O.C. & 3" FROM EA. END 2x BLOCKING @ MID POINT OF WALL BETWEEN STUDS 2x SYP#2 STUDS @ 16" O.C. W/(3) 12d TOENAILS TOP & BOTTOM OF EA. STUD TO PLATE 2x P.T. BOTTOM PLATE. FASTEN PLATE TO �— FOOTING W/ 1/4" x 3-1/4" TAPCONS @ 8"O.C. & 3" FROM EA. END SLAB PER PLAN FOOTING PER PLAN GRADE _ •:. " e —III I; III 1II a—I i-1 I-1 I �- 1 FRAMING @ SALES CENTER IN—FILL 3/4"=1'-0" FIRST FLOOR FRAMING PLAN 1 /4"=1'-0" NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. Z ��111ldlll/// 04 w E% a Z •CVW✓V C114 LU ® � CC,, Cw O ��)"e�eeee•a+ ��� J O LL � CFG / BAD V -STRUCT:EA ------ -------- Z v J p TM - 2141334 ) r AS INDICATED V 00 i Z Q 0000 0 tat' O J IW 0 IXm � N i V ; 1 a0C UW C 0 C W CFG / BAD 06 -STRUCT:EA ------ -------- J v Oa JOB No. TM - 2141334 O� 2 AS INDICATED STRUCTURAL ENG. CFG / BAD DRAFTING: -STRUCT:EA ------ -------- QC CHECK: CC JOB No. TM - 2141334 SCALE: AS INDICATED DATE: 07/08/2014 S4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) OK OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BWZ 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160p If PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS 3 rd. (2)1.75"x9.5" LVL BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1/2" THREADED ROD @ 48" O.C. 1160 plf '-rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT s 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN, ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNETIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.5 (2)1.75"x9.5" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H3.5x11.25 (2)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING (2)HTS20 w/(24)10d x 12" NAILS SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN, ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNETIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE OA (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN OH44 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. ON 3-1/2"x7" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. O NAILS & (18)4"x23' TAPCONS O O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22" 10d .148" x 3" 12d .148" x 31" 16d .162" x 32' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" E] META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x23' TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 F (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 FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS (2)HTS20 w/(24)10d x 12" NAILS TO POST: SIMP. HTS20 OR LSTA18 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 7 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ElMGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)1'x24" TAPCONS El HTT4 w/(18)16d x 22' NAILS & e" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)1'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 21" 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 & s' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS A" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 - - 0 0 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER, 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS JOB No. TM - 2141334 TO POST: SIMP. HTS20 OR LSTA18 AS INDICATED DATE: TO BEAM: SIMP. HUC48 w/(14)16d NAILS O (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" LU 0 PLATE TAPCONS w Z W ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR 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. ITIS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. ALL TRUSS AND TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT SHOWS TRUSS 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, A 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. 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: 139B ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" 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 @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO a1-11_16*3 NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 1141w*1 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 DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND . ""W"7) I.�C ��'` :. 1/4"=11-011 .q, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 10 O W W W 0 11 ����1111�11�1 w `i kvyTo f* ••«• Il «•«•• a., w- Cd o•. z 0 V 00Jgo 0LL 'S �llllf111111`1�'�®' 07 W O O C) Z0 110 co M Q O T ul o (L U z Q o O � y O",, a)U) U Zti (n O Z W �' m W O U W 7Z � L Z OW U 0 06 W LU v, �W h �o W Z Z U) Z CA W C-6 fiPr; z ZOa z���� O 2 STRUCTURAL ENG: CFG / BAD DRAFTING. -STRUCT: EA U CC JOB No. TM - 2141334 Z AS INDICATED DATE: 07/08/2014 O ap LU 0 ZOO 0000 F- L0 N J LLJ w Z W 0- Z CA W C-6 fiPr; z ZOa z���� O 2 STRUCTURAL ENG: CFG / BAD DRAFTING. -STRUCT: EA QC CHECK: CC JOB No. TM - 2141334 SCALE: AS INDICATED DATE: 07/08/2014 S4.1 J08 J09 J10 J11 J11 J10 J09 J08 ROOF FRAMING PLAN STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. C I� �IW `� ►tutu®��' W %R• ��0, Z'- Z z° � * .� Q •��., C � P A ^w �"'� Q CL' LL �It/Itttii N; O C) Zy + dor'ty co Q 'II✓ N rS r CL r z° Q o yO V ' v 4 0 U W Z Cs U O z U) OOf 4 CL 11I _ .� C � U ' Za O F- 00 � et O OZ �au.i Ooop J N 0 —jZ Uj ow �-�O — O Q Ia-�I=— IZ c STRUCTURAL ENG: CFG ! BAD t DRAFTING: -STRUCT: EA QC CHECK: CC JOB No. TM - 2141334 C SCALE AS INDICATED DATE: 07/08/2014 S4.2 z aN W W d z 0 W z O Q AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL #5 TO BE HOOKED INTO SIDE VERTICALS AN -T4' GRADE 40 SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 LENGTH = 4 ' Z "A" "B" ° °.. '41' ' ., ..IA A -SHEAR WALLAT OPENING TYPI AL SHEAR WALL SEGMENT 15 #4 21/2 LINTEL PER PLANmo , A a 31/8 7 4' 25 #6 33/4 81/16 14 4 #7 43/8 9 13/16 V 35 __. TRANSOM OPENING ;s 1160/0 1660/0 2439/0 16'-8" 0 288/0 950/0 1379/0 1997/0 18'-8" 0 224/0 750/0 1177/0 1676/0 19'-4" '-4 19" 0 180/0 598/0 1114/0 1468/0 FRAME INFILL AROU~N19 21'-4" 0 164/0 550/0 981/0 1376/0 a. .• d• 4J17 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B WINDOW BY BUILDER 17 O MARK �'' ;a F = FILLED WITH GROU� , U = UNFILLED R =RECESS QUANTITY OF #5 REBAR @ d ae, •4 °4. .A °4 •. e 4'-0" 1081/866 1 4567/2992 1 8060 / 2839 ] SEE WF01/SD2 FOR MORE INFO � e I e � '"•1• ,� LL z PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 0 . q .4 4 Z _j ON EITHER SIDE U.N.O. •i. , - W n LO 1 0000 N F1 1 Z W ° Q.G. u ° r 0 TURNED SIDEWAYS. U � Uj i-o 0 ' O F` ATTACH THE FIRST PLY 2X8 ;:.:; A A' A° ' C :;'; ' ROUGH OPENING PER PLAN �'''' STRUCTURAL ENG: CFG / BAD — d DOOR OPENING _ 10 4 CC A. END. USING (6) 3/16" DIA. JOB No. TM - 2141334 SCALE: AS INDICATED Al X 1 3/4" TAPCONS INTO A -T4' GRADE 40 SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 LENGTH LAP SPLICE Z "A" "B" "r+" ' NON -SHEAR WALLAT OPENING TYPI AL SHEAR WALL SEGMENT 15 #4 21/2 LINTEL PER PLANmo , A a 31/8 7 4' 25 #6 33/4 81/16 14 4 #7 43/8 9 13/16 V 35 __. TRANSOM OPENING ;s 1160/0 1660/0 2439/0 16'-8" 0 288/0 950/0 1379/0 1997/0 18'-8" 0 224/0 750/0 1177/0 1676/0 19'-4" '-4 19" 0 180/0 598/0 1114/0 1468/0 FRAME INFILL AROU~N19 DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" GRADE 40 SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 LENGTH LAP SPLICE Z "A" "B" "r+" ' NON -SHEAR WALLAT OPENING TYPI AL SHEAR WALL SEGMENT 15 #4 21/2 LINTEL PER PLANmo , A #5 31/8 7 DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" D07'1 LINTEL AT TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 LENGTH LAP SPLICE Z "A" "B" "r+" "D" #3 y. 41/4 7 15 #4 21/2 LINTEL PER PLANmo 91/2 20 #5 31/8 7 113/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 . 35 __. TRANSOM OPENING 379/0 1160/0 1660/0 2439/0 16'-8" 0 288/0 950/0 1379/0 1997/0 18'-8" 0 224/0 750/0 1177/0 1676/0 19'-4" '-4 19" 0 180/0 598/0 1114/0 1468/0 FRAME INFILL AROU~N19 21'-4" 0 164/0 550/0 981/0 1376/0 23'-4" 1 129/0 450/0 1 824/0 1 1147/0 RECESSED LINTELS -FILLED MAX. CLR. OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B WINDOW BY BUILDER 3'-0" 1691/1360 5206/3280 8060/5421 3'-4" 1425/1130 5206/3280 8060/5421 MARK �'' ;a F = FILLED WITH GROU� , U = UNFILLED R =RECESS QUANTITY OF #5 REBAR @ SEE FOUNDATION 3'-8" 1230/963 5206/3280 8060 / 4946 4'-0" 1081/866 1 4567/2992 1 8060 / 2839 ] SEE WF01/SD2 FOR MORE INFO � � '"•1• ,� PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 0 O Z _j ON EITHER SIDE U.N.O. •i. , •+ f W 1 0000 N F1 (2) 2X8 WOOD HEADER u oo r 0 TURNED SIDEWAYS. U � Uj i-o 0 — O F` ATTACH THE FIRST PLY 2X8 ;:.:; �;. C :;'; ':•r'.: TO MASONRY WALL W/ STRUCTURAL ENG: CFG / BAD SIMPSON HUS26 HANGER @ DOOR OPENING _ EA ] QC CHECK: CC A. END. USING (6) 3/16" DIA. JOB No. TM - 2141334 SCALE: AS INDICATED X 1 3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1 ST PLY W/1 Od STAGGERED @6"O.C. D07'1 LINTEL AT TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE Z "A" "B" "r+" "D" #3 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 U I Ie • 'ACL. A I A C 'e a ': A' •°''' A' LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" U STANDARD 180° HOOK #3=2Y2' #4=2Y2' #5=2Y2' #6=3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) 4;5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. SEE FOUNDATION FOR FOOTING T-0" 1 526/375 1 1568/1568 1 5743/5743 8'-0" 415/273 1436/1516 1 5743/5743 9'0"1 415/273 1436/1516 1 3129/3129 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. 7'-R" 6'-4" 2'-10" 0 zo 0 8RF6-0B/1T BOTTOM OF LINTEL CAVITY <<: 8F16-1B/1T O 8F8-0B/1T �— QUANTITY OF #5 REBAR AT TOP O 8RF14-1B/1T NOMINAL HEIGHT r r W N N C) O N O O PRECAST LINTEL LOAD TABLE Q w " #5 REBAR AT TOP MIN. (1) REQ'D GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. Z 8F32 -0B/1T STANDARD LINTELS Q Q C.M.U. STANDARD LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL. PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQUIRED. MAX. CLR. OPENING 8" UNFILLED 8F8-1 B/8F8-OB 8F16-1B/8F16-0B 8F24 -113/8F24-013 8F32-1B/8F32-0B 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 3'-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 4'-8" 860 1651/1238 5365/2931 7342/3123 10000/4249 5-2" 710 1423/1105 4360/1999 6036/2549 8328/4249 5'-10" 570 1232/1101 3480/1631 8360/3707 8825/3470 6'-10" 488 991/991 2661/1631 5681/3707 6472/3685 T-8" 416 752/752 1843/1625 3486/2698 6390/3685 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 9'-10" 315 618/618 1533/1247 2781/2777 4754/2536 10'-8" 292 567/567 1366/1366 2423/2308 4006/3191 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 MATERIALS 14'-0" 0 424/424 1234/1234 1779/0 2662/0 14'-8" 0 379/0 1160/0 1660/0 2439/0 1. fc PRECAST LINTELS = 3500 PSI. 2. f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE a' 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 16'-8" 0 288/0 950/0 1379/0 1997/0 18'-8" 0 224/0 750/0 1177/0 1676/0 19'-4" '-4 19" 0 180/0 598/0 1114/0 1468/0 0 177/0 598/0 1024/0 1441/0 21'-4" 0 164/0 550/0 981/0 1376/0 23'-4" 1 129/0 450/0 1 824/0 1 1147/0 RECESSED LINTELS -FILLED MAX. CLR. OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B LINTEL DESIGNATION SCHEDULE 3'-0" 1691/1360 5206/3280 8060/5421 3'-4" 1425/1130 5206/3280 8060/5421 MARK LINTEL REQUIREMENTS ;a F = FILLED WITH GROU� , U = UNFILLED R =RECESS QUANTITY OF #5 REBAR @ 3'-6" 1320/1042 5206/3280 8060 /5421 3'-8" 1230/963 5206/3280 8060 / 4946 4'-0" 1081/866 1 4567/2992 1 8060 / 2839 ] T-0" 1 526/375 1 1568/1568 1 5743/5743 8'-0" 415/273 1436/1516 1 5743/5743 9'0"1 415/273 1436/1516 1 3129/3129 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. 7'-R" 6'-4" 2'-10" 0 zo 0 8RF6-0B/1T BOTTOM OF LINTEL CAVITY <<: 8F16-1B/1T O 8F8-0B/1T �— QUANTITY OF #5 REBAR AT TOP O 8RF14-1B/1T NOMINAL HEIGHT r r W N N C) O N O O NOMINAL WIDTH ®�P/llllfr,��`�e` O 8F16-1B/1T TYPE DESIGNATION w 8RF14-OB/1T ,? O 8F16-0B/1T 1-1/2" CLEARp O � U 0 8F20-1 BI1T Q w #5 REBAR AT TOP MIN. (1) REQ'D O" 8F20-0B/1T U < cli U <( z C.M.U. W a z 0 8RF22-1B/1T � GROUT IW– O z •O M z #5 REBAR AT BOTTOM OF LINTEL Q w a a O 0 8F24-1B/1T - } `r° • CAVITY U Q OBOTTOM REINFORCING PROVIDED LL Z 4 '� 8RF22-OB/1T 7-5/8" ACU L IN LINTEL (VARIES) O tlll,, 9�StiU O8 NOMINAL WIDTH Z 8F24-0B/1T O Z �O O 8RF30-1B/1T FILLED U) O� Q O O 8F32-1B/1T 1-1/2" CLEAR a Q O W Q w " #5 REBAR AT TOP MIN. (1) REQ'D . Z 8F32 -0B/1T Q Q C.M.U. _ z 2 GROUT U4, 0 8F38 -1 B/1 T Z�0. U') Z • O 8F12-1B/1T O z BOTTOM REINFORCING PROVIDED O 8F48-0B/1T Z 0 Uj j W 7-5/8" ACTUAL IN LINTEL (VARIES) )EL012 8F40-0B/1T c --� 8 NOMINAL WIDTH O UNFILLED ) 0 8F56-0B/1T J IZ05W O 8RF38 -1 B/1T 11 =Uj (1) #5 FROM FTG. TO TIE BEAM - ° SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT ol CELL SOLID (D CELL SOLID 8" CMU BLOCK p (n 3-1/2" CONC. SLAB w/ COMPACTED I=III=III= FIBERMESH REINF. OVER 3-1/2" CONC. SLAB w/ • .,°. 6 MIL VAPOR BARRIER D FIBERMESH REINF. OVER W .4 ° _ I=1 I DI I—I - ° d d^ — ° ° "' - Z 0�t- GRADE 11-111-111- 1'-0" (2) #5 REBAR Q Z DENSITY 8" x 12" THICKENED - SLAB w/ (1) #5 CONT. d A ' °° TOP COURSE TO BE 0 m � � W 0 _ .41 ■ a d OD O (n ISI I GRADE z v> W U_ =I O SCALE: 3/4" =1'4" SOLID = I' 0 00 o co (2) #5 BARS CONT. }��I W/ 3" COVER TYP. K_ CLEAN COMPACTED ILL FILL @ 95% STANDARD =ISI DENSITY WHERE 2ND STORY OCCURS, FTG CORNER. SEE FLR. >° SHALL BE 1'-4" WIDE w/(2) #5 BARS 6FATYP. EXT. FOOTING PLAN FOR BASE SCALE: 3/4" =1'-0" (1) #5 FROM FTG. TO TIE BEAM O ° —VIII—III—III—"' SPLICE TO BE MIN. 25" GROUT ol COMPACTED (D CELL SOLID — A r p (n 8" CMU BLOCK COMPACTED I=III=III= DENSITY 3-1/2" CONC. SLAB w/ • .,°. z�� D FIBERMESH REINF. OVER W FILL @ 95/0 I=1 I DI I—I ( V 6 MIL VAPOR BARRIER — ° ° "' - Z 0�t- STANDARD 11-111-111- 1'-0" (2) #5 REBAR Q Z DENSITY 8" x 12" THICKENED - SLAB w/ (1) #5 CONT. d A ' W TOP COURSE TO BE 0 m � � W 0 _ .41 ■ a d OD O (n ISI I GRADE z v> W U_ =I O SCALE: 3/4" =1'4" SOLID O00 0 00 co CMU BASE w/ (1) #5 9 ILL VERTICAL @ EACH =ISI I CORNER. SEE FLR. >° (2) #5 BARS CONT. O -DRIVEWAY BY PLAN FOR BASE J W/ 3" COVER TYP. CLEAN COMPACTED BUILDER- FILL @ 95% STANDARD DENSITY > W CONCRETE OR WHERE 2ND STORY OCCURS, FTG oC SHALL BE V-4" WIDE w/(2) #5 BARS 0 PAVERSSEE JIF02 GARAGE CURB FOOTING 0000 SCALE: 3/4" =1'-0" SLOPPED GROUT _\I TO DRAIN SEE PLAN FOR STEP OPTIONAL CURB I. 8" I, (G.C. TO VERIFY) OPTIONAL REINF. SEE 3-1/2" CONC. SLAB w/ CURB FOR PLAN FIBERMESH REINF. OVER MAS. @ ELEV. �, v 6 MIL VAPOR BARRIER 0'-0" w/ (1) #5 d BAR CONT. ° d' d _ P d, .. GRADE 4 - MUDDED I ISI I--.=III IEE I • . ', .y� - - d .. _— I-----�. FLOOR CLEAN '1=211 I d A I—I 11= ..— I —I —I—I I I—I I III I 1 1 1 WHERE 2ND STORY OCCURS, FTG I SHALL BE 1'-4" WIDE w/(2) #5 BARS FO FOOTING SHOWER F08 THICKENED EDGE SCALE: 3/4" =1'-0" ----- -- --- eU 4„ GARAGE TOP VIEW @ CORNER — — —� GARAGE WALL — 3-1/2" CONIC. SLAB w/ FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 4" 'v M v 91 SCALE: 3/4" =1'-0" O ° —VIII—III—III—"' ol COMPACTED (D o — A r p (n SLOPED COMPACTED I=III=III= DENSITY m • .,°. z�� D TO DRAIN FILL @ 95/0 I=1 I DI I—I ( V — ° ° "' - Z 0�t- STANDARD 11-111-111- 1'-0" (2) #5 REBAR Q Z DENSITY 8" x 12" THICKENED - SLAB w/ (1) #5 CONT. WHERE 2ND STORY OCCURS, FTG I SHALL BE 1'-4" WIDE w/(2) #5 BARS FO FOOTING SHOWER F08 THICKENED EDGE SCALE: 3/4" =1'-0" ----- -- --- eU 4„ GARAGE TOP VIEW @ CORNER — — —� GARAGE WALL — 3-1/2" CONIC. SLAB w/ FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 4" 'v M v 91 SCALE: 3/4" =1'-0" d� CLEAN COMPACTED ' 11 I I I I—I I I� ID h 8" x 8" THICKENED ° yy FILL @ 95% STD. EDGE w/ (1) #5 d° a ° °' s CONT. d° . ° .4 DENSITY d :1a ° ° d 4. }. C OF13 THICKENED EDGE F15 FRONT BASE GARAGE DOOR SCALE: 3/4"=1'-0" COLUMN DETAIL SCALE: 3/4"=1'-0" U) W Of 3-1/2" CONC. SLAB w/ — FIBERMESH REINF. OVER z 6 MIL VAPOR BARRIER g W JI (Id0 p A d d d. —45' 1=1 IF =II 1=III 11 ' CLEAN I—III— CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING STEP DOWN SCALE: 3/4" =1'-0" MIN. 24" BEFORE ANOTHER STEP aA e a W .. °A e co� a A.�.d f.r� /W//^�� NI °d d'' °° (2)#5 CONT. W/3" A ° —COVER °.. a — yL. °° ,°' " 'A (2) #5 BE BARS W/ W p �I MIN. 25" LAP SPLICE W�'R�.� �'. O _ 1 U) I _ - (2) #5 CONT —I 16" MIN. Fd 3" COVER. VERIFY W/ DETAILS FOR REQUIRED STEEL AT 2 STORY LOCATIONS 1F09 TYP. STEP FOOTING DETAIL SCALE: 3/4" = 1'-0" HOLD BEARING WALL W BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q MIN 4" WITH FOUNDATION 2\1/4" WALL SCHEDULE WALL SCHEDULE 0 BELOW FOR ADDITIONAL FOR ADDITIONAL 3-1/2" CONC. SLAB w/ INFORMATION 3-1/2" CONC. SLAB w/ INFORMATION (1) #5's CONT. 10 FIBERMESH REINF. OVER FIBERMESH REINF. OVER w 3-1/2' CONC. SLAB w/ 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER FIBERMESH REINF. OVER Q z 2x PT SILL PLATE 2x PT SILL PLATE iv a s a g > 6 MIL VAPOR BARRIER H rionz IF LU 1/ A. d° 4 4 a d a ,° °° a e . I I—hI I—III— _ L. —I I I_I —I I. w z _ —III � _ -1 III -III o 'IIF+d, :, " � III -•-III— o � �- —_.-I 11= ' 1 I ill V I I I III- - — — I— CLEAN COMPACTED I _— FILL @ 95% STANDARD 111— I iii --111, , I CLEAN (2) #5 BARS CONT. W/ 3" COVER I =1 ol 16" DENSITY (2) #5 BARS CONT. W/ 311 COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" TYP. AT 2 STORY CONDITIONS 8„ 8„ FILL @ 95% (3) #5 BARS REQUIRED ANDoo Ir (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY REQUIRED AND FOOTING TO BE 20" WIDE F04 DOUBLE STEP FOOTING JF05 OFFSET FOOTING BEARING SCALE: 3/4" =1'-0" 111, j SCALE: 3/4" =1'-0" 14 a d° 4: ° 74 ° 4 dl ° A d. d d 4:. 4y d. n,'d'. .. °d A •. ° d d ° 4 dA A A° VERIFY W/ DETAILS FOR REQUIRED STEEL AT 2 STORY LOCATIONS 3 /4" RECESS @ PER MFG. SLIDING GLASS SPECS DOOR 7 ° d 9 d.' A° SLOPE. A e d n #5 CONT. REINF. SEE FOUNDATION FOR QUANTITY 41/2" CASING ALUMINUM THRESHOLD #5 x 25" x 25" CORNER BAR, ONE 3-1/2" CONC. SLAB FOR EA. HORIZONTAL w/ FIBERMESH SLOPE REBAR, TYP. U.N.O. REINF. AND 6 MIL VAPOR BARRIER 3/4" RECESS TYP. CORNER BAR DETAIL SCALE: 3/4" =1'-0" 4S" LOPE 1/4" ° PER FOOT ° d A 4 . O d ° 4 PER MFG. d SPECS 4' .... EXP JOINT r\ /T r% J-% 0 r% 11 A-\ 1 1 r% r— rw& A 11 1 A SCALE: 3/4" =1'-0" 8" CMU - 8" C.M.U. FINISH 3-1/2" CONC. SLAB FINISH PER ELEV. PER ELEV. TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 w/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE REINF. OVER 6 MIL FINISH FLOOR PENETRATION CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE VAPOR BARRIER PENETRATION PENETRATING PENETRATING A PIPE d a s a; 4 PIPE . d ..o a 4 a a a �. a <.' Q a GRADE 4• ; , d LOOP TIE (TYP.) o — a °. •'q_- - d ..... CLEAN —" - + .. _ — —i • — = I COMPACTED �Y, Y 4. _ _ _ _ —_ I _I I_ FILL __ — _ _z z 11= 1= — = I I I - z I o • 4 • a — I_ I Q a =1--��_ _ iii g °° I — (I I I— I I --_I I PVC SLEEVE MIN. I— I — FOOTING FOOTING PER '—III—III—I I I�1 SEE FDN PLAN =— � — = I � � �—► � i— = I - III --I 11-1 I I—I 11— DIAMETER TO BE 2 PER PLAN PVC SLEEVE PLAN �I I I— I — FOR SIZE SEE FDN. PIPE SIZES LARGER i— =1 ' PLAN FOR THAN THE SIDE VIEW FRONT VIEW)—III_ &REINF. '7—I I^ PENETRATING PIPE � (SIZE &REINF. PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND 1=14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & AS F� INTERIOR BEARING O Q, SEE ELEVATION ol COMPACTED (D o — A r p (n FILLED CELL WOOD POST SEE W DENSITY m D z�� D FLOOR PLAN FOR SIZE Z 0 1= ( V 1— 1< Z 0�t- AND BASE CONNECTION O Q Q Z J I_- Z W TOP COURSE TO BE 0 � � W 0 CHAIR BLOCKS. ENTIRE . W WW BASE TO BE FILLED U_ O SCALE: 3/4" =1'4" SOLID O00 0 CMU BASE w/ (1) #5 VERTICAL @ EACH z CORNER. SEE FLR. O -DRIVEWAY BY PLAN FOR BASE J BUILDER- SIZE 0�—CQpW > W CONCRETE OR oC 0 PAVERSSEE FOUNDATION 0000 w W FOR PAD SIZE M N U) • CONC. SLAB OR PAVERS PER PLAN d� CLEAN COMPACTED ' 11 I I I I—I I I� ID h 8" x 8" THICKENED ° yy FILL @ 95% STD. EDGE w/ (1) #5 d° a ° °' s CONT. d° . ° .4 DENSITY d :1a ° ° d 4. }. C OF13 THICKENED EDGE F15 FRONT BASE GARAGE DOOR SCALE: 3/4"=1'-0" COLUMN DETAIL SCALE: 3/4"=1'-0" U) W Of 3-1/2" CONC. SLAB w/ — FIBERMESH REINF. OVER z 6 MIL VAPOR BARRIER g W JI (Id0 p A d d d. —45' 1=1 IF =II 1=III 11 ' CLEAN I—III— CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING STEP DOWN SCALE: 3/4" =1'-0" MIN. 24" BEFORE ANOTHER STEP aA e a W .. °A e co� a A.�.d f.r� /W//^�� NI °d d'' °° (2)#5 CONT. W/3" A ° —COVER °.. a — yL. °° ,°' " 'A (2) #5 BE BARS W/ W p �I MIN. 25" LAP SPLICE W�'R�.� �'. O _ 1 U) I _ - (2) #5 CONT —I 16" MIN. Fd 3" COVER. VERIFY W/ DETAILS FOR REQUIRED STEEL AT 2 STORY LOCATIONS 1F09 TYP. STEP FOOTING DETAIL SCALE: 3/4" = 1'-0" HOLD BEARING WALL W BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q MIN 4" WITH FOUNDATION 2\1/4" WALL SCHEDULE WALL SCHEDULE 0 BELOW FOR ADDITIONAL FOR ADDITIONAL 3-1/2" CONC. SLAB w/ INFORMATION 3-1/2" CONC. SLAB w/ INFORMATION (1) #5's CONT. 10 FIBERMESH REINF. OVER FIBERMESH REINF. OVER w 3-1/2' CONC. SLAB w/ 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER FIBERMESH REINF. OVER Q z 2x PT SILL PLATE 2x PT SILL PLATE iv a s a g > 6 MIL VAPOR BARRIER H rionz IF LU 1/ A. d° 4 4 a d a ,° °° a e . I I—hI I—III— _ L. —I I I_I —I I. w z _ —III � _ -1 III -III o 'IIF+d, :, " � III -•-III— o � �- —_.-I 11= ' 1 I ill V I I I III- - — — I— CLEAN COMPACTED I _— FILL @ 95% STANDARD 111— I iii --111, , I CLEAN (2) #5 BARS CONT. W/ 3" COVER I =1 ol 16" DENSITY (2) #5 BARS CONT. W/ 311 COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" TYP. AT 2 STORY CONDITIONS 8„ 8„ FILL @ 95% (3) #5 BARS REQUIRED ANDoo Ir (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY REQUIRED AND FOOTING TO BE 20" WIDE F04 DOUBLE STEP FOOTING JF05 OFFSET FOOTING BEARING SCALE: 3/4" =1'-0" 111, j SCALE: 3/4" =1'-0" 14 a d° 4: ° 74 ° 4 dl ° A d. d d 4:. 4y d. n,'d'. .. °d A •. ° d d ° 4 dA A A° VERIFY W/ DETAILS FOR REQUIRED STEEL AT 2 STORY LOCATIONS 3 /4" RECESS @ PER MFG. SLIDING GLASS SPECS DOOR 7 ° d 9 d.' A° SLOPE. A e d n #5 CONT. REINF. SEE FOUNDATION FOR QUANTITY 41/2" CASING ALUMINUM THRESHOLD #5 x 25" x 25" CORNER BAR, ONE 3-1/2" CONC. SLAB FOR EA. HORIZONTAL w/ FIBERMESH SLOPE REBAR, TYP. U.N.O. REINF. AND 6 MIL VAPOR BARRIER 3/4" RECESS TYP. CORNER BAR DETAIL SCALE: 3/4" =1'-0" 4S" LOPE 1/4" ° PER FOOT ° d A 4 . O d ° 4 PER MFG. d SPECS 4' .... EXP JOINT r\ /T r% J-% 0 r% 11 A-\ 1 1 r% r— rw& A 11 1 A SCALE: 3/4" =1'-0" 8" CMU - 8" C.M.U. FINISH 3-1/2" CONC. SLAB FINISH PER ELEV. PER ELEV. TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 w/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE REINF. OVER 6 MIL FINISH FLOOR PENETRATION CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE VAPOR BARRIER PENETRATION PENETRATING PENETRATING A PIPE d a s a; 4 PIPE . d ..o a 4 a a a �. a <.' Q a GRADE 4• ; , d LOOP TIE (TYP.) o — a °. •'q_- - d ..... CLEAN —" - + .. _ — —i • — = I COMPACTED �Y, Y 4. _ _ _ _ —_ I _I I_ FILL __ — _ _z z 11= 1= — = I I I - z I o • 4 • a — I_ I Q a =1--��_ _ iii g °° I — (I I I— I I --_I I PVC SLEEVE MIN. I— I — FOOTING FOOTING PER '—III—III—I I I�1 SEE FDN PLAN =— � — = I � � �—► � i— = I - III --I 11-1 I I—I 11— DIAMETER TO BE 2 PER PLAN PVC SLEEVE PLAN �I I I— I — FOR SIZE SEE FDN. PIPE SIZES LARGER i— =1 ' PLAN FOR THAN THE SIDE VIEW FRONT VIEW)—III_ &REINF. '7—I I^ PENETRATING PIPE � (SIZE &REINF. PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND 1=14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & AS F� INTERIOR BEARING A� 8" CMU BLOCK 3-1/2" CONC. SLAB w/ ' (1) #5 FROM FTG. TO TIE FIBERMESH REINF. OVER BEAM SPLICE CELLSOLID BE SOLnIN 6 MIL. VAPOR BARRIER REFER TO PLANS FOR 17 i7 LOCATION • V °' d 44 d e 4' ° A' d ar . A 0 �, f—I 2) #5 BARS CONT.�I W/ 3" COVER TYP. 1'-4" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY INTERIOR BEARING ON CMU SOCIATES, INC. is strictly prohibited. SCALE: 3/4" =1'-0" O Q, - CLEAN � COMPACTED (D o FILL @ 95% p (n STANDARD J W DENSITY m D z�� D Z 0 1= ,. 1— 1< Z 0�t- a O Q Q Z J I_- Z W 0 � � W 0 N . W WW 0 U_ O SCALE: 3/4" =1'4" O00 0 A� 8" CMU BLOCK 3-1/2" CONC. SLAB w/ ' (1) #5 FROM FTG. TO TIE FIBERMESH REINF. OVER BEAM SPLICE CELLSOLID BE SOLnIN 6 MIL. VAPOR BARRIER REFER TO PLANS FOR 17 i7 LOCATION • V °' d 44 d e 4' ° A' d ar . A 0 �, f—I 2) #5 BARS CONT.�I W/ 3" COVER TYP. 1'-4" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY INTERIOR BEARING ON CMU SOCIATES, INC. is strictly prohibited. SCALE: 3/4" =1'-0" 1 J Q Z 0 1- LU a',, W 06 1� j C) z�� Z 0 1= ,. 1— 1< Z 0�t- a � W Q Q Z I_- Z 0 � � W 0 . W 1 vJ U) ) 0 Z O00 zZo 0 J 0�—CQpW oC 0 0000 J M N • m � v 0 LULL �- O W 0 a. j STRUCTURAL ENG CFG / BAD � DRAFTING STRUCT: EA QC CHECK CC JOB No TM - 2141334 SCALE: ` AS INDICATED DATE: 07/08/2014 SD1 2x6x12 P.T. — CENTER BUCK I I 3/8" DIA. ANCHOR — 2 X 4 P.T. TOP BUCK OF OPENING 2x6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) D02 GARAGE DOOR BUCK DETAIL THREADED ROD PER PLAN MIN. 6" FROM END OF CMU REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED IN BEARING WALL SCHEDULE 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 12 (TYP) SEE ELEV' EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OTHERWISE SP2 CLIPS AT TOP AND SPI CLIPS AT BASE ARE REQUIRED. 2x BLOCKING 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EACH END TOP KNOCK OUT COURSE w/ (1) #5 CONT. CMU 1 KNEEWALL ABOVE �- PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" O/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN I� CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) SCALE: 3/4" =1'-0"MASONRY WALL SCALE: 3/4" =1'-0" (2) 2x TOP PLATE D03 BEARING/SHEAR WALL TO CMU WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" PRECAST LINTEL, TYP. NOTE: CUT BACK 2X8 P.T. @ RECESS WHEN REQ'D TOP TO ALLOW CONT. 2X4 MASONRY WALL BLOCKING AROUND CURVE. SEE PLAN MIN. 2 TAPCON ANCHORS PER 2X8 2X8 W/ IL 16d TOE NAILS EA. END 2X4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA, SIDE, W/ 6d NAILS 16" O.C. TO SIDE & TO NAILER 2X BUCKS, SEE MD04FOR MORE INFO. ° A . TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. a STD HOOK 41 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. w/ (2) - 8d EACH END END VIEW F0111 ARCH WINDOW FRAMING DET. \ / WOOD FRAME & CMU SCALE: 1/2"=1'-0" PRE -MANUFACTURED CHIMNEY CAP (1) SPH4 EVERY OTHER STUD TOP OF CHIMNEY SHALL BE A MINIMUM TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2 EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM PT BASE PLATE (3) 16d COMMON (2) 2x PT BUCK`' w/ 1/2" O.S.B. BI IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FOI FASTEN PT 2x NAILER TO MAIS SEE, TYPICAL HEADER FRAMING DETAILS FOR ADDITONAL INFORMATION NAILS (TYP.) 11 11 11 V I �— HEADER PER LOCATION 2x w/ 2) 16d TOE AILS EACH END 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB w/ (2) 8d NAILS 7/16" OSB EACH SIDE, W,/ 6d NAILS 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.0 W STRUCTURAL SIZE TAPCONS SPACING (2) 2x #2 SYP SHEATHING ON BOTH 3/16" X 3" 12" O.C. 1 SEE PLAN FOR SIDES FROM TOP OF 12" O.C. 2 2x8 BEAM SIZE WALL TO BOTTOM OF 2 (2) 2x TOP PLATE 5. MIN. THICKNESS 0.0187 IN. BEAM. ATTACHED PER CHROMATE TREATMENT (2) 2x #2 SYP BUILDER FRAME NAILING SCHEDULE TRUSS (REFER TO ROOF PLAN) RADIUS AS REQ'D OTHERWISE SP2 CLIPS ELEVATION VARIES I BEAM SIZE AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED 2x4 SPF #2 KNEE WALL VF03 KNEEWALL AT ENTRY ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 2x BUCK DETAIL HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. w/ (2 - 8d EACH END END VIEW OF 2-0 ABOVE A POINT WITHIN 10-0 O.C. IN FIELD OF THE NEAREST ROOFIII 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING 2X4 VERTICAL @24" O.C. MAX. PROVIDE (4) 10d NAILS TO BOTTOM CHD & (3) 10d NAILS TO TOP CHORD + + + (4) 16d COMMONS NAILED @ EACH END GALV. FLASHING + + + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's COMMONS END NAILED TO VERTICAL 2X4's + + + + CMO 1 CHIMNEY PRE-ENGINEERED TRUSS FRAMING DETAIL SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SCALE: 1/2" =1'-0" (2) LAYERS OF 3/4" C GLUED AND NAILED) STAGGERED (TYP. Al RAFTER) NOTE: PRE -ENG. COMMON' MAY BE USED ILO. CI SEE FRONT ELEVATII FOR WINDOW TYPE NOTE: USE SIMPSON OR H5 AT EACH END TRUSS/RAFTER (TYP 2x4 PLATES OVER RC DECK - SEE DETAIL B FnR FASTFNING SPF SCALE: 3/4" =1'-0" 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT ENTRY @ EACH SUCCESSIVE BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WINDOW MANUFACTURER'S SPECS SCALE: 3/4" =1'-0" NAIL SCAB TO TOP CHORD WITH (4) 0.131" x 3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131" x 3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131" x 3 1/4" TOE NAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS @ 4" O.C. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL W01 CONNECTION OF PERP. SHEARWALL TO TRUSS SCALE: 3/4"=1'-0" F SHEATHING - SEE FRAMING J FOR NAILING SPECS -OCKING BETWEEN TRUSSES ED AND NAILED AT 6" O.C. 'LATES OVER ROOF DECK - VALLEY FRAMING DTL. ENGINEERED ROOF SS BELOW WD STUD CRIPPLE 6"O. C. O 2X STUDS @ 16" O.C. FOR KNEE WALL O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP c0 CONT. ROOF SHEATHING NAIL PER e PLAN D A A O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. (DF01 DORMER FRAMING & BOTTOM PLATE CONN. DETAIL SCALE: 3/4" =1'-0" DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF STRUCTURAL SHEATHING CLIP EACH TRUSS -SEE SCALE: 3/4"=1'-0" /-PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM �- _— — — -- — --- II (1) #5 BAR IN PRECAST LINTEL II I (2) #5's VERTICAL IN GROUT FILLED CELL of j 11 I (1) #5 VERTICAL IN II GROUT FILLED CELL (IF I REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED SEE PLAN I � ---- NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES 1D01 VERTICAL REINFORCING N LU W h ry / DETAIL SCALE: 3/4" =1'-0" ROOF SHINGLES: ROOF TILES: 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES CLASS A, ASTM D3462 ROOF PLAN FOR TYPE 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING FRAME OUT TO GA. GALV. FLASHING: 1. G-90 GALV. COATING BLOCK EDGE MEETS ASTM A527 3. REGULAR POLYESTER 4. (2) 2x TOP PLATE 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT (2) 2x #2 SYP HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) SEE PLAN FOR ELEVATION VARIES BEAM SIZE 2x4 SPF #2 KNEE WALL ITH STUDS @ 16" O.C. .)i w/ STRUCTURAL 2x PT BOTTOM SHEATHING FROM TOP PLATE OF WALL TO BOTTOM OF Z WALL. ATTACHED PER PRECAST 0 NAILING SCHEDULE LINTEL OR OTHERWISE SP2 CLIPS KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED 1/2"x8" ANCHOR BOLT MASONRY OR TITEN HD @ 32" O.C. WALL & 6" FROM EACH END 0 KNEEWALL AT ENTRY SCALE: 3/4"=1'-0" /-PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM �- _— — — -- — --- II (1) #5 BAR IN PRECAST LINTEL II I (2) #5's VERTICAL IN GROUT FILLED CELL of j 11 I (1) #5 VERTICAL IN II GROUT FILLED CELL (IF I REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED SEE PLAN I � ---- NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES 1D01 VERTICAL REINFORCING N LU W h ry / DETAIL SCALE: 3/4" =1'-0" ROOF SHINGLES: ROOF TILES: 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING 26 GA. GALV. FLASHING: 1. G-90 GALV. COATING 2. MEETS ASTM A527 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) ELEVATION VARIES PRE -ENG. WD --i TRUSS, 24" O.C. R-30 INSULATION 1/2" DRYWALL — 1x2 PT NAILER — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS ---� 1/2" G.W.B. OVER VAPOR BARRIER W/ R4.1 INSUL. BETWEEN 3/4" P.T. VERTICAL FURRING @ 24" O.C. TOP OF MASONRY ALUM. DRIP EDGE 2x CONT. SUBFASCIA VENTED ALUM. SOFFIT TYP. SINGLE TIE -BEAM w/ (1) #5 CONT. GROUT SOLID REFER TO ELEV. U) FOR OVERHANG w Of WINDOW PER FLOOR PLAN TEXTURED CEMTITUOUS FINISH, 1/2" MIN. THK. ON CMU - . VERT REINF. BEYOND CONC. SLAB 8x8x16 CONC BLOCK SEE FOUNDATION PLAN FOR MORE INFO MAIN FLOOR ELEV 0'-0" SEE SHEET SD1 ' FOR FTG DETAILS 4so TYPICAL WALL SECTION CMU WALL -SINGLE STORY SCALE: 3/4" =1'-0" WMR &ASSOCIATES, INC. is strictly prohibited. )I co J z Q Lu 0 W 06 t Z J za Imo' �N� � W Q > W Z z J W 0 V � v W W SD2 C .)i 0O Z 1 0 11 000 C Z k'�j i 0 J Lu O LO 0 N j W .. m � U _j i' 0 W '0 11 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: EA QC CHECK CC -- JOB No. -- -- - TM 2141334 SCALE: AS INDICATED DATE: 07/08/2014 SD2 SIN DIA B Ej PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 161 NAILS GABLI TRUSS TO PLT.@12" 0.1 MAX. CMU WALL C LINTEL BELC SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS :T�t1�1,�.�1A_l►i BEAM CONNECTION :5ININJUN A/_J L tAUN 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION 01nene1-Nni urnA 4n OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H10A DIAGONAL TO TOP PLT. FRAME WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD 2X TOP PLATE TO GABLE it END W/ 16d NAILS @ 6" O.C. FRAMING FOR FALSE BEAM, IF REQ'D 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE VERIFY IF w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GE01 GABLE END @ FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR. CONNECTION DETAIL SCALE: 3/4"=1'-0" FOR ADDITIONAL INFO AS REQ'D 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @6"O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SIMPSON H10A DIAGONAL TO BLOCKING --A REFER TO PLANS FOR f EXACT SIZE OF O.H. 1'-4" MAX. /— CONT. 2X4 2X4'S @ 24" O.C. — GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING PRE ENG. TRUSS SEE PLAN FOR SUPPORT �J AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' (GE08 GABLE END FLAT CEILING w/ BOSTON HIP SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive propert NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM E04 GABLE END @ VAULTED SCALE: 3/4" =1'-0" VAULTED CEILING 2X4 ATTACHED TO EA. GABLE 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. w/ (2) 12d END NAILS @ EACH END TRUSS TRUSS DTC CLIP, (2) 8d NAILS INTO MASONRY WALL <a BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR OR LINTEL SEE ',• SIMPSON META16 PLAN STD CONDITION @ CMU SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE TRUSS — --TRUSS 2x4 SYP #2 BLOCKING, @ 24" O.C. w/(2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION a@ FRAME WALL k10%kI P1rAMIk10%\A/A1 1 0%1 11"111rTA11 GABLE BRACING CHART H 2X4 BLOCKING@EA. OUTLOOKER (ROOF 2x4 OUTLOOKERS NO BRACE REQUIRED SHEATHING SPAN TO BE 2'-0" MAX.) END @ 24"o.c. MAX. 7'-0" < H :�= 9'-4" NAIL W/(2)16d NAILS EA. END 9'-4" < H'-'14'-0" STRONGBACK W/ (1) 2X4 BRACE (2)16d NAILS PLT. TO STUD TOP & SHEATHING PER 2'-0" MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) PLAN ATTACH PER (2) 16d TOE NAILS SIMPSON H-10(TYP.) NAILING SCHEDULE A END NAIL OUTLOOKER C° W/(2)16d NILS TO TRUSS DBL. 2X8 �' 2X FACIA, END NAIL TOP PLT. W/(2)16d NAILS@EA. INTO BLOCKING, (4) 8d OUTLOOKER HOLD WALL DOWN 3-1/2" PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS (TYP.) SHEATHING PER PLAN 01 1'-9" MAX. ATTACH PER NAILING REQUIRED FASTENED TO L 10 SCHEDULE V HEADER w/ (2) ROWS OF 12d TEXTURED CEMTITUOUS DOUBLE TOP PLATE T FINISH, 7/8" MIN. THK. Z W W 1/2" x 8" J -BOLT @ 32" O.C. AND 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & O00 WASHER W CEILING NAILER STUDS TYP. AS REQ'D. riz2x 1/2" THREADED ROD EACH SIDE OF —HEADER CMU WALL BELOW 0 1/2" GYP. BOARD MSTAM-24 TYP. EACH SIDE OF EACH TOP OF WALL TO BOTTOM ON PT. FURRING ' STUD. REFER TO WALL SPLICE �.. DETAIL FOR FLASHING 2x8 #2 SPF STUDS AT 16" O.C. MASONRY WALL REQUIREMENTS (MSTA M -12's MAY 2x8 #2 SYP PT. BASE PLATE W/ OR LINTEL SEE BE USED AT ENDS WHERE HEIGHT IS 1/2"x8" ANCHOR BOLT OR TITEN PLAN LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM E04 GABLE END @ VAULTED SCALE: 3/4" =1'-0" VAULTED CEILING 2X4 ATTACHED TO EA. GABLE 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. w/ (2) 12d END NAILS @ EACH END TRUSS TRUSS DTC CLIP, (2) 8d NAILS INTO MASONRY WALL <a BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR OR LINTEL SEE ',• SIMPSON META16 PLAN STD CONDITION @ CMU SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE TRUSS — --TRUSS 2x4 SYP #2 BLOCKING, @ 24" O.C. w/(2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION a@ FRAME WALL k10%kI P1rAMIk10%\A/A1 1 0%1 11"111rTA11 GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :!r= 7'-0" (1) 2X4 BRACE 7'-0" < H :�= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H'-'14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H G18'-8" STRONGBACK W/ (2) 2X4 BRACE SCALE: 3/4" =1'-0" 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS @6"O.C. GABLE VERTICAL 2ND 2X4 BRACE IF ix REQUIRED, SEE 2 _ :: CHART A -A GABLE VERTICAL BRACING NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER rGE02 GABLE BRACING DETAIL SCALE: 3/4" =1'-0" y of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONE DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 I I TRUSS PER PLAN s LAY 2X4 BLOCKING OVER THE LINTEL PER PLAN A TOP OF THE BOTTOM CHORD. ,. ATTACH w/ (2) 10d NAILS @ EACH TRUSS BEARING CONDITION @ CMU WALL CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT I RAFTER TO OPPOSITE SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 24's @ 24" O.C. MAX. FASTEN CONVENTIONAL 2x VALLEY RAFTER -- FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION (CF01)IFIELD FRAMED VALLEY DETAIL 2x CRIPPLES @ 16" o.c. w/— SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE *WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE w/ (11) 10d NAILS ATTACH JAMB STUDS PER WF08/SD4 DOUBLE 2x CRIPPLE —� STUD TYPICAL (U.N.O.) Rp W C7 0 2X8 RIDGE BOARD SCALE: 3/4" =1'-0" — ROOF SHEATHING 2x4 BLOCKING (2) 12d NAILS, PER PLAN TOENAILED @ EACH END.AT 24" O.C. ADDITIONAL KINGS AS REQUIRED SEE SCHEDULE 2 -ROWS 12d NAILS STAGGERED L @ 12" O.C. EACH FACE OR F 1, 3 -ROWS 12d NAILS STAGGERED [ @ 12" O.C. FOR 2x10 OR TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGER DOUBLE 2x SYP #2 w/ 1/2" " F DTC CLIP, (2) 8d NAILS FLITCH PLATE HEADER (U.N.O.), INTO BLOCKING, (4) 8d 2X4 LEDGER w/ (2) 10d NAILS CONNECTION INFORMATION NAILS INTO TOP @ EACH WEB FILLING AND BLOCKING AS PLATE REQUIRED FASTENED TO L z g V HEADER w/ (2) ROWS OF 12d DOUBLE TOP PLATE T @ 16" O.C. UNLESS NOTED Z W W OTHERWISE J EXTERIOR SHEATHING. O00 W STUDS TYP. ATTACH PER PLAN FROM riz2x 1/2" THREADED ROD EACH SIDE OF —HEADER 0 (CENTERED Win TOP PLATE [ TOP OF WALL TO BOTTOM ] 2x8 #2 SPF STUDS AT 16" O.C. MASONRY WALL z 2x8 #2 SYP PT. BASE PLATE W/ OR LINTEL SEE if 1/2"x8" ANCHOR BOLT OR TITEN PLAN 0 HD @ 32" O.C. & 6" FROM EACH END VAULTED CONDITION @ CMU A ' DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 I I TRUSS PER PLAN s LAY 2X4 BLOCKING OVER THE LINTEL PER PLAN A TOP OF THE BOTTOM CHORD. ,. ATTACH w/ (2) 10d NAILS @ EACH TRUSS BEARING CONDITION @ CMU WALL CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT I RAFTER TO OPPOSITE SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 24's @ 24" O.C. MAX. FASTEN CONVENTIONAL 2x VALLEY RAFTER -- FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION (CF01)IFIELD FRAMED VALLEY DETAIL 2x CRIPPLES @ 16" o.c. w/— SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE *WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE w/ (11) 10d NAILS ATTACH JAMB STUDS PER WF08/SD4 DOUBLE 2x CRIPPLE —� STUD TYPICAL (U.N.O.) Rp W C7 0 2X8 RIDGE BOARD SCALE: 3/4" =1'-0" OR 6" FROM JAMB STUDS) w/ MIN 6" < :4 ,1:9,Ila 1011136]1001017_ 1to] 0116W1�'� OO l @ BRG WALL LOCATIONS W/ UPLIFT )pFN G PT BOTTOM PLATE i 4FO9 WALL HEADER DETAIL SCALE: 1/2" =1'-0" LILTING &DESIGN, OF WMR &ASSOCIATES, INC. is stricfily prohibited. W Q j �0 0- �U U) ' W 0 _.j 0 i -- Q o 06 W ,SOL Q Z J Z < z ° �N J W Q �W z� �__ Z 0� l- W > w LU ) `w z- NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED ] � J ADDITIONAL KINGS AS REQUIRED SEE SCHEDULE 2 -ROWS 12d NAILS STAGGERED L @ 12" O.C. EACH FACE OR F 1, 3 -ROWS 12d NAILS STAGGERED [ @ 12" O.C. FOR 2x10 OR GREATER HEADER F l F DOUBLE 2x SYP #2 w/ 1/2" " F FLITCH PLATE HEADER (U.N.O.), C SEE HEADER SCHEDULE FOR [ CONNECTION INFORMATION FILLING AND BLOCKING AS REQUIRED FASTENED TO L V HEADER w/ (2) ROWS OF 12d T @ 16" O.C. UNLESS NOTED Z OTHERWISE J O00 11 STUDS TYP. riz2x 1/2" THREADED ROD EACH SIDE OF —HEADER 0 (CENTERED Win TOP PLATE [ OR 6" FROM JAMB STUDS) w/ MIN 6" < :4 ,1:9,Ila 1011136]1001017_ 1to] 0116W1�'� OO l @ BRG WALL LOCATIONS W/ UPLIFT )pFN G PT BOTTOM PLATE i 4FO9 WALL HEADER DETAIL SCALE: 1/2" =1'-0" LILTING &DESIGN, OF WMR &ASSOCIATES, INC. is stricfily prohibited. W Q j �0 0- �U U) ' W 0 _.j 0 i -- Q o 06 W ,SOL Q Z J Z < z ° �N J W Q �W z� �__ Z 0� l- W > w LU ) `w z- ] � J ��. C � V T Z J O00 11 0 ] C z 0 i 0 J 0 ' 2 Y O 1 000 2 N W 0 0 H STRUCTURAL ENG: CFG / BAD J DRAFTING: -STRUCT: EA ---.- _ QC CHECK: CC J JOB No. TM - 2141334 SCALE: AS INDICATED DATE: 07/08/2014 SD3 2x DBL TOP 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4 MIN.15/Z" SHEATHING v O Q NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. SHEATHING PER 2 PLATE BEYOND w Z X 4'/s" SIMPSON SDS SCREWS @ 16" O.C. MAX. -- PLAN ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/Z' o o Q Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN SIMPSON SDS SCREWS @ 16" O.C. MAX._ _ - _ _ — — — — — — — — — — O_ = O NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS °I 'A' = NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TT -TI 1T IT �I - SPACING 0 LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I 6 I I I I I I I I I I �1 0 NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS EXTERIOR WALL II I I II II I I II O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS OR TRUSS III — — -- — -- — -- — — @ 3" O.C. _ _ _ 2X12 BOX HDR w/ 2x8's TOP & BOT:, _......_._.. WALL ° FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 SHEATHING III III I I I I I I I I © PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER W/ 8d TO 2X12 AT WALL TO BE FASTENED TO Q III III I I I I I I I SPLICE, SEE COMMON NAILS @ 3" O.C. (2) ROWS @TOP &BOTTOM A 1/2" PRECAST LINTEL w/ (2)ROWS STAGGERED ~ 12 2x4 SYP #2 OR PRE-ENGINEERED Z III OPENING III I I II I I I SPLICE DETAIL. w w (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. w ROOF TRUSSES @ 24" O.C. MAX. i— p SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8" SPACE _ MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE U) III 3 III I II II II BETWEEN PLAN Uj z ROOF SHEATHING ATTACHED PER PANELS _j � III TYP. III I I II II I I no NOTE: EXTERIOR SHEATHING i i U NAILING SCHEDULE U_ O III AROUND III I I I I I I 2x STUDS BEYOND, 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT III OPENING III II II I I II SEE PLAN FOR u RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT TRANSOM i i 0 i SLOPE AS REQ'D SIMPSON 4 10d NAILS FOR CONV. MORE INFO w z h O AS NOTED ON PLANS. SHEATHING SPLICE, STUD WINDOWS SEE H3 CLIP O III —1-1— — —T1— III II II II II w = BETWEEN EXTERIOR PLAN Z U FRAMED MEMBERS ONLY i i I I I I I I I I I I �¢ SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING i i _j W III III I I I I I I I I ❑ w O �— GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) 2x4 SYP #2 OR I I I I I I J U) U) O STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS 1/4" X 4" TAPCONS @ 16" O.C. m 0 FASCIA PER COMMUNITY SPECS 1=1L _ _IL LL = _I1— — li� ��L — IL O L_ � °o REQUIRED BETWEEN STUDS. WALLBOARD LINTEL SEE PRE-ENGINEERED ROOF — — — — — — — — — — — cv 0 JOINT, MAX. SPACED EVENLY VERTICALLY Q TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ O — c 1/8" GAP PLAN • 0 — — FLOOR SYSTEM- 4'-0" MAX (2) 1/4" X 4'/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — — — NAILING PER ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/z' SCHEDULE PKT SGD U CUT TO FIT 2x BOTTOM PLATE 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & O SIMPSON SDS SCREWS @ 16" O.C. MAX. 1 BEYOND SEE PLAN BOTTOM w/ 10d NAILS @ - - --- IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE o 3" O.C. TO 2x6 VERTICALS N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" C.C. SHEATHING DIAGRAM (2)16d NAILS W EACH END r W SD01 SHED ROOF DETAIL 4F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL rnoi�HEADER SECTION a POCKET o SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SGD w/ TRANSOM SCALE: 3/4" =1'-0" �[jj `Ro is�b w p NOTES: �,i ^►.•� �..•�'Is 04 a • �Z►.r 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + f' �!*yWr w 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + y �,,• • «;: Z Z NOTE: 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) ' N W16. � %= PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PIPE OR DUCT W/ PENETRATION 2x4 #2 SYP BLOCKING • EDGE DISTANCE ." :� OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. PER DETAIL SEE TRUSS PLAN 24" O.C. w/ 3 12d "' �� PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's �^ • Q ^� ,-„� 2 0 PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d 3' O.C. TO BLOCK OUT TOP PLATE @ O �. . (� ••' FOR MORE INFO r • � ». � Q O 2 EDGE 3' EDGE 5' EDGE ALONG w/ i • • a O PSPN5@ � ATTACH W/ 2 10d NAILS O.C. �� � � NAILS @ EA. END •►� /•�•j•M ',, •,,.• � �°� '� J � TOP & 16Z W/ (12) 16d NAILS TYP. (SOLID BLOCK w/ 2x6) ❑CONNECTORS �'� '•, ® ���® LL 2x4 STUDS PER DOUBLE 2X4 TOP PLATE W 10d x 3" + + + + + ���fll111) +���` FRAMING PLAN 10d x 3" + + DOUBLE 10d @ 3" O.C. + + U 2x8 #2 SPF VERTICALW TOP SPLICE COMMON z O @ A„ z z z z w 4„ SHEATHING &O EXTERIOR 8 w 3' w w U Q 2x4 #2 SYP P.T. @ EACH TRUSS w/ ' O ^ , 48„ MSN, 5 4 1/2 < w a NAILS EACH BRACING 0 r Ln „ �n (4) 12d NAILS INTO TRUSS & (3) 12d @ `b tiljy10 10d x 3 - 2x4 BEYOND AGAINST () ❑J p TOENAILS INTO OTHER TRUSS 2x8 w/ 2 10d NAILS+ '4 COMMON a @ Q � N 2x8 STUDS 10d x 3" M U o TOP SPLICE COMMON z z_ N c7 TRANSOM BETWEEN LINTELS 7 ya OPP. SIDE U U p cZ-i SEE PLAN FOR p Z ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP O Q Q LINTEL INFO SLOPE AS REQ'D �" O' PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON v I I I I «� I I z 0- 10d x 3' _ o DOUBLE 2X8 Q - OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ 2 EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL v O U TOP PLATE � d 1/4" x 3 1/2" TAPCONS @ 12" LL. O ` EXTERIOR CONDITIONS EXTERIOR CONDITIONS o7 - 2x8 STUDS PER 10d x 3 O.C. SPACED EVENLY O FRAMING PLAN COMMON U) • VERTICALLY Z BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD OVER STUD TOP PLATE TRANSITION DETAIL ATTACHMENT BY 2x6 0' (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS � 4FO TYP. BRG WALL TOP PLATE SPLICE (2)2xCOLUMN STAGGERED. OUTSIDE NAILS NAILED O/C. a- �� OUTSIDE 2x s SCALE:3/4"=1'-0" W F 0 2x BUILT-UP STUD (3) or (4) 2x COLUMN (PS02 SECTION AT POCKET w COLUMN DETAIL SCALE: 3/4" =1'-0" ~ SLIDER SCALE: 3/4" =1'-0" H ❑ Z STRUCTURAL SHEATHING SEE ROOF SHEATHING, O x x Q ATTACHED PER NAILING PLAN NAIL PER PLAN 2 2x TOP PLATE x x SCHEDULE DOUBLE TOP PLATE O Q W (2) 2x BUILT-UP COL. Z o SIMPSON SP4 OR 2x BLOCKING w/(2) 12dZ 2X4 #2 SPF O 06 SP2 @EACH STUD 2x4 #2 SYP CONT. w/ (2) 16d Z NAILS @ EACH END BLOCKING @ Q W (U' COMMON NAILS EACH STUD OR g _ 24" O.C.w/ (2) UQ O TRUSS MEMBER, TYP. (MAX.24" w SIMPSON LSTA30 w/ 16d END NAILS J PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER J O.C.). IF MASONRY, USE (2) 1/4" U) CONDITIONS END W ROOF TRUSS -SEE CONDITIONS STRAP .. TAPCONS w/ MIN. 2" FRAMING PLAN FOR EXTERIOR SHEATHING AROUND TALLER STUD) _ Z @ EMBEDMENT 24" O.C. NAIL PER PLAN SPACING PRE-ENGINEERED ROOF TRUSS - H TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR U N CONNECTION MORE BRG. WALL INFO w W U11 z Q xx � L1.1 H- WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN (2) 2x TOP PLATE I I a e x x 2X8 #2 SPF VERTICAL @ 24" O.C. < f-- Z 0 SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ 0 W TRUSS U.N.O. (4) 12d NAILS @ EACH END SEE WF06/SD3 IN W/ EXTERIOR SHEATHING O ATTACHED PER NAILING U (LD02 LEDGER AT LOW ROOFFOR SIMPSON LSTA24 NFORORE a SCHEDULE END (4) 12d NAILS ¢ LLl ° @ TOP & BOTTOM z LJJ SCALE: 3/4" = V-0" EACH STUD p = 65 2X BRG WALL, SEE PLAN44. 2x8 w/ (2) 10d NAILS U) Z4 FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL 0 MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN 2 TRUSS U.N.O. SEE PLAN FOR •. -- PKT SGD — PT POST (AS NOTED) CONNECTION w/ (2) ROWS OF 10d NAILS ATTACHEDMENT Z CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. o SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER QO INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS 4F1 SECTION AT DOUBLE BEARING 4F1 WALL STEP @ BEARING (PS0)3 SECTION AT POCKET NOT REQUIRED. z V O Z EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" = V-0" SLIDER SCALE: 3/4" =1'-0" w O 11 HTS20 CLIP FROM POST TO BEAM F- 00 d' LAP BEAM PLYS AND NAIL AS SHOWN z Z 1-- (5) 0.131 x 3 1/4" NAILS PER PLY Z O HTS20 CLIP FROM POST TO BEAM ?,o,. (I) Q < L o EXTERIOR BEAM AS NOTED o�RR�ao ROOF SHEATHING, oLRR�gp TRROOF SHEATHING, 3 1 � PLAN VIEW pi TOP OF POST TRUSS FASTEN PER PLAN oss FASTEN PER PLAN Q O 00 O 1 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE w 2 N PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING 0 m LEDGER LEDGER+ + w O J Z _ Uj PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + ❑ C) Q O ABU POST NAILS AT JOINT NAILS AT JOINT LU BASE (AS NOTED) 10d NAILS @ 4" O.C. 10d NAILS @ 4" O.C. 2X6 FACIA 2X6 FACIA w Q O = Q H a p PER-ENG TRUSSES PER-ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL 0 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND �� O.C. w/ EXTERIOR @ � a NUT SET IN ADHESIVE SP4 TO EACH OVERHANG • o• CONNECTION 24 TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS SHEATHING ATTACHED ° PER NAILING SCHEDULE � STRUCTURAL ENG CFG /BAD i PER PLAN TO LEDGER PER PLAN TO LEDGER , & (4) 12d NAILS EACH Q 4 J - - DRAFTING: 4 I ° SEE FOUNDATION 2X4 PT LEDGER W/ \ i / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS � 2x FRAME WALL PER PLAN 2X4 PT LEDGER w/ (2) TRUSS MEMBER QC CHECK. CC ° a Z STRUCT: EA 16d NAILS @ 16 O.C. LINTEL SEE PLAN w --- ..--._ ._.. _ - \ .:�1 `� i i / INFO 12" O.C. cn __ .. _... \ u / PKT SGD ATTACHMENTw JOB No. TM - 2x8 w/ (2) 10d NAILS @ 2141334� CONDITION n CMU WALL CONDITION n FRAME WALL BY BUILDER EACH VERTICAL„ v V = SCALE: AS INDICATED SIDE VIEW @BASE OF POST t�)1l, ,1 •.:; ~ DATE: 07/08/2014 (CD01 CORNER COLUMN FRAMING 4F11 TRUSS SCAB DETAIL PSO4 SECTION AT S.G.D. ft. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0"�� SCALE: 3/4" =1'-0" � SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 3/4" SHEATHING 26 GA. GALV. FLASHING: 2x4 STUDS @ 16" O.C. 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 TYP. (U.N.O.) G-90 GALV. COATING EXT. FINISH SEE SHEATHING PER PLAN 2x4 #2 SYP BLOCKING MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS ATTACH PER NAILING @ 48" O.C. W/ (2) 12d ATTACH PER NAILING PRE-ENGINEERED ROOF SCHEDULE TOENAILS EACH END 2x4 BOTTOM PLATE SCHEDULE 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ SHEATHING 2x BOTTOM PLATE W/ (2) 12d 2x4 #2 SYP ANGLE SYSTEM 42 FLOOR (2) 12d AT 12" O.C. AT 12" O.C. AGAINST TRUSS •" TRUSSES @ 24" O.C. STEEL SILL, TYPICAL VERTICAL @ 48" O.C. RIBBON BOARD WITH (2) TEXTURED CEMTITUOUS MAX. � PRE -ENG FLOOR TRUSS OR ROWS 8d NAILS @ O.C. I— ' W/ (3) 12d NAILS EACH SCALE: 3/4"=1'-0" @ 2nd FLOOR STAGGER ROWS 1.5" TRUSS STRAP - SEE " - =- FIELD FRAME 2x4 KNEE WALL, END PLAN PLAN FOR ' (2) 8d NAILS @ 3" o.c. STUDS @ 16" O.C. W/ (2) 16d SHEATHING TO CONNECTIONS " NYYYYYYY WALL SHEATHING TO MASONRY OR NAILS @ EACH END SEE SYS. 42 FLOOR == = EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. CONNECTOR SCHEDULE FOR TRUSSES @ 24" SEE CONNECTOR SEE PLAN FOR SIZE ' CONNECTION O.C. (MAX) A RIBBON TO AND REQ'D # OF GYP. CLG. BD. ----Z O.S.B. TO OVERLAP SILL AT EACH END OF SILL (MAX OPEN'G EACH TRUSS w/ (4) STUDS • '... 2x BOTTOM RIBBON PLATE 1 1/4" (MIN.) 1/2" GYP. CLG BD OR •' 1/2" GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL (2) 5/8" TYPE "X" WHEN 8d NAILS @ 3" O.C. WALL IN GARAGE OR FRAME WALL SHEATHING TO BOTTOM SI MSTAM36 STRAP W/------ P.T. FURRING STRIPS ON PLATE SEE PLAN LJJ 2X4 PT SILL PLT. IF KNEEWALL 8" CMU WALL WINDOW AS SCHEDULED NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. "S,2 -STORY CONNECTION @ PARALLEL WALL SCALE: 3/4" =1'-0" 2x STUDS @ 16" O.C. SEE PLAN 26 GA. GALV. FLASHING: 2x4 STUDS @ 16" O.C. 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS WALL 3. ATTACH PER NAILING PRE-ENGINEERED ROOF 3/4" SHEATHING TYP. 4. 2x4 BOTTOM PLATE SCHEDULE TRUSS - SEE FRAMING PLAN (U.N.O.) 2x BOTTOM PLATE W/ SHEATHING TO INSTALL SIMPSON LSTA18 FOR LOCATION & SPACING SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO •" TRUSSES @ 24" O.C. STEEL SILL, TYPICAL FLOOR NAILING RIBBON BOARD WITH (2) TEXTURED CEMTITUOUS MAX. � SCHEDULE ROWS 8d NAILS @ O.C. I— ' (4) 16d NAILS RIBBON SCALE: 3/4"=1'-0" @ 2nd FLOOR STAGGER ROWS 1.5" TRUSS STRAP - SEE " - =- TO EACH TRUSS SIMPSONFRAMING PLAN PLAN FOR ' (2) 8d NAILS @ 3" o.c. META16 ATATTACH SHEATHING TO CONNECTIONS " NYYYYYYY WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) 11 == = EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN - SEE CONNECTOR SEE PLAN FOR SIZE ' SCHEDULE FORATTACH A RIBBON TO AND REQ'D # OF GYP. CLG. BD. ----Z CONNECTION AT EACH END OF SILL (MAX OPEN'G EACH TRUSS w/ (4) STUDS 2x BOTTOM RIBBON 16d NAILS WIDTH 4'-0"). USE A35 CLIP AT EACH 1/2" GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL SI MSTAM36 STRAP W/------ P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN LJJ 1O (10)) 10d d T TO STUDS & (8) 1/4" X 8"CMU WINDOW AS SCHEDULED DECKING PER FLOOR NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO . • S1 2 -STORY CONNECTION 4si2 STORY WALL CONNECTION LINTEL COURSE. USE SIMPSON MSTCM60 •" 0000 STRAP W/ (20) 16d SINKERS & (14) 1/4" X 2-1/4" TAPCONS FOR @ CANTILEVER SCALE: 3/4" =1'-0" @PERP. WALL SCALE: 3/4" =1'-0" . FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, TRUSSES 20" TO 26" DEEP +. ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) TRUSS IS NOT PRESENT \ 4. 1.0/0.5 MILL, W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX 5. MIN. THICKNESS 0.0187 IN. SHEATHING TO INSTALL SIMPSON LSTA18 6. CHROMATE TREATMENT STRAPS FROM EA. STUD TO PRE-ENGINEERED ROOF PRE -CAST OR POWERS TRUSS OF OPENING TO TRANSFER LATERAL LOADS STEEL SILL, TYPICAL TRUSSES @ 24" O.C. I -r— TEXTURED CEMTITUOUS 0 � R-30 INSULATION 4SO GIRDER / COL. CONNECTION I— ' THICKNESS ON CMU SCALE: 3/4"=1'-0" @ 2nd FLOOR TRUSS STRAP SEE ROOF NAILING SCHEDULE (2) 2X SILL AT WINDOW w/ 2x SLOPED BALCONY FLOOR PLAN TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN BEARING NYYYYYYY SEE PLAN 11 \\-1/2" @ 8" O.C. THEN STUDS @ 16" O.C. CEILING GYP. BD. ALUM. DRIP EDGE DOUBLE 2X TOP AT EACH END OF SILL (MAX OPEN'G F- PLATE WIDTH 4'-0"). USE A35 CLIP AT EACH DBL. TOP PLATE 2x CONT. SUBFASCIA 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN HDR. PER PLAN VENTED ALUM. SOFFIT 4' BUT LESS THAN 6' LJJ WINDOW AS SCHEDULED DECKING PER FLOOR TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING - U.N.O. R-11 BATT INSULATION - SEE DETAILS ABOVE FOR MORE INFO. VERT. #5 IN FILLED CELL MIN 2x4 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO 1/2" GYP. BD. 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" O.S.B. FASTEN PER PLAN FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS 1/2" GYP. BOARD ON 1x P.T. FURRING w/ R-4.1 FOIL INSULATION WOOD BASE BOARD 3-1/2" CONC. SLAB (2500 p.s.i.) w/ 6x6 10/10 W.W.M. OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER SD1 FOR FTG DETAILS SO TYPICAL WALL SECTION 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is I CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE PLAN IV FM SECTION AT BALCONY -ENGINEERED TRUSS REFER TO ROOF PLAN FOR CONNECTIONS REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS 1/2" DIA. THREADED ROD WITHIN 6" FROM COLUMN - ' SEE BRG WALL/ 2 -STORY WALL SECTION FOR MORE INFO. REFER TO FOUNDATION PLAN FOR FTG. INFORMATION I 3-1/2" CONC. SLAB III �I�; '_ • '__� I — _ _ CLEAN COMPACTED POISON TREATED FILL SLOPE SCALE: 3/4" =1'-0" GIRDER TRUSS PI PLAN ISEE TRU; LAYOUT[ HANGER ITRUSS P1=r1 PLAN BEARING (IF TITENS ARE NOT IN LINTEL COURSE OR INTO FILLED CELL FRAMING PLAN FOR SIMPSON0- SEE PLAN USE 1/4" X 1 3/4" TITENS) U.N.O. \ ;; (MAX ANGLE) W/ (22) 1 Od 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING EQUALLY SPACED LINTEL AS PER PLAN BELOW JAMBS IF FLOOR THE STRUCTURAL PLANS OR WHEN THE SHEATHING IS NOT TRUSS IS NOT PRESENT \ FROM T&B) CONTINUOUS TO BOTTOM OF WD. HD. HT. FLOOR TRUSS, CONTRACTOR SEE PLAN STUDS/HEADER TO INSTALL SIMPSON LSTA18 WINDOW AS SCHEDULED AND REQ'D # OF STRAPS FROM EA. STUD TO STUDS PRE -CAST OR POWERS TRUSS OF OPENING TO TRANSFER LATERAL LOADS STEEL SILL, TYPICAL I -r— TEXTURED CEMTITUOUS 0 � FINISH, 1/2" MIN. 4SO GIRDER / COL. CONNECTION I— ' THICKNESS ON CMU SCALE: 3/4"=1'-0" @ 2nd FLOOR NAILING SCHEDULE VERT. #5 IN FILLED CELL MIN 2x4 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO 1/2" GYP. BD. 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" O.S.B. FASTEN PER PLAN FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS 1/2" GYP. BOARD ON 1x P.T. FURRING w/ R-4.1 FOIL INSULATION WOOD BASE BOARD 3-1/2" CONC. SLAB (2500 p.s.i.) w/ 6x6 10/10 W.W.M. OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER SD1 FOR FTG DETAILS SO TYPICAL WALL SECTION 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is I CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE PLAN IV FM SECTION AT BALCONY -ENGINEERED TRUSS REFER TO ROOF PLAN FOR CONNECTIONS REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS 1/2" DIA. THREADED ROD WITHIN 6" FROM COLUMN - ' SEE BRG WALL/ 2 -STORY WALL SECTION FOR MORE INFO. REFER TO FOUNDATION PLAN FOR FTG. INFORMATION I 3-1/2" CONC. SLAB III �I�; '_ • '__� I — _ _ CLEAN COMPACTED POISON TREATED FILL SLOPE SCALE: 3/4" =1'-0" GIRDER TRUSS PI PLAN ISEE TRU; LAYOUT[ HANGER ITRUSS P1=r1 PLAN SEE WS11/SD5 FOR SIM. END CONDITION TRUSS STRAP - SEE (IF TITENS ARE NOT IN LINTEL COURSE OR INTO FILLED CELL FRAMING PLAN FOR SIMPSON0- CONNECTIONS USE 1/4" X 1 3/4" TITENS) U.N.O. \ ;; (MAX ANGLE) W/ (22) 1 Od 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING EQUALLY SPACED FOR MORE INFO. IF BELOW JAMBS IF FLOOR THE STRUCTURAL PLANS OR WHEN THE SHEATHING IS NOT TRUSS IS NOT PRESENT \ FROM T&B) CONTINUOUS TO BOTTOM OF '" FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE------'� "• \ STUDS/HEADER TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO AND REQ'D # OF STRAPS FROM EA. STUD TO STUDS HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE TRUSS OF OPENING TO TRANSFER LATERAL LOADS SEE ARCH DWGS FOR (�TOPPING INFO I -r— HANDRAIL BY OTHERS 0 � C 4SO GIRDER / COL. CONNECTION I— 3/4" PLYWOOD FLOOR DECKING ATTACHED PER SCALE: 3/4"=1'-0" @ 2nd FLOOR NAILING SCHEDULE (2) 2X SILL AT WINDOW w/ 2x SLOPED BALCONY FLOOR ; TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN O00 FOR LOCATION & SPACING SEE WS11/SD5 FOR SIM. END CONDITION THING PER PLAN CH PER NAILING DULE, 'INUOUS FROM )F TOP PLATE TO OM PLATE. @ 16" O.C. 3LE BOTTOM PLATE 5 TO EACH FLOOR 3S, SLIT FLOOR CING TO DMODATE STRAP (1) SIMPSON LSTA30 STRAP W/ (11) 1 Od TC STUDS ABOVE PLATE U.N.O. TRUSS STRAP - SEE LINTEL PER PLAN FRAMING PLAN FOR SIMPSON0- CONNECTIONS 2x12 #2 SYP CONT. LEDGER W/ (MAX ANGLE) W/ (22) 1 Od (3) 1/4"x4-1/2" SDS SCREWS ONLY REQUIRED WHEN INDICATED AS SUCH ON EQUALLY SPACED VERTICALLY @ 24" O.C. AND @ THE STRUCTURAL PLANS OR WHEN THE EA. END VERTICAL (MIN. 2" v FROM T&B) STRUCTURAL SHEATHING IS NOT CONTINUOUS SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUN STUDS/HEADER SEE PIAN FOR SIZE WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB AND REQ'D # OF STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST STUDS THING PER PLAN CH PER NAILING DULE, 'INUOUS FROM )F TOP PLATE TO OM PLATE. @ 16" O.C. 3LE BOTTOM PLATE 5 TO EACH FLOOR 3S, SLIT FLOOR CING TO DMODATE STRAP (1) SIMPSON LSTA30 STRAP W/ (11) 1 Od TC STUDS ABOVE PLATE U.N.O. DOUBLE 2X TOP PLATE @ 2nd FLOOR SCALE: 3/4"=1'-0" EXTERIOR SHEATHING - FROM TOP OF WALL TO BOTTOM RIBBON ATACHED PER NAILING SCHEDULE EACH SIDE OF WINDOW LOCATION (2) 8d NAILS @ 3" O.C. TO JAMB STUDS & FLOOR TRUSS BELOW 2X BOTTOM PLATE DECKING PER FLOOR NAILING SCHEDULE FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW FRAMING PLAN FOR SILL / FRAME DOWN INFO CONNECTION INFO FLOOR GIRDER OR BEAM SEE PLAN GIRDER / COL. CONNECTION @ 2nd FL. HIGH B M . SCALE: 3/4" =1'-0" F�< ) < SyFFr 0 SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 1 O X 1 1/2" @ 24" O.C. (2) 2x SPF TOP PLATE U.N.O. ON PLAN (2) 2X HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 O TOENAILS. EXTERIOR HEADERS OPENINGS LESS THAN 4FT (1) 2x SILL PLATE w/ (2) 1 O TOENAILS. OPENING LARGER THAN 4FT (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 O TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW SEE DETAIL WS11/SD5 FOR MORE INFO W On r1 z .0 )U J W U o w Q_ 04 - 2X TOP & BOT. RIBBS,, •� •�_�,'.�," CONT. ?`W 1 e �',' ® Z Z - PROVIDE BLOCKING BELOW JAMBS = W ; J ' Q., •.• ... ', •• �� '04.o- Q •••ice •••���� J O W J SIMPSON LSTA30 w/ (22) 10d NAILS (MAY BE O ANGLED UP TO 10°) • 410 SOLID SHEATHING Z rt, @ HEADER Q� N SIMPSON SP4 w/ (6) w • r o 1 O x 1 1/2" @ 24" O.C. a U z01 Q U M (2) 2x SPF TOP PLATE LL z �.. O (2) 2X HEADER - SEE 2ND U) 0 FLOOR PLAN FOR MIN. >O Z HEADER SIZE & REQ'D JAMB STUDS m L DECKING PER FLOOR NAILING U SCHEDULE Z) H FLOOR TRUSS SEE cn FRAMING PLAN FOR z CONNECTION INFO Q J NOTE: \ / r W 0 b SIMPSON0- STRAPS CALLED OUT WITHIN THIS DETAIL ARE r� z�� (MAX ANGLE) W/ (22) 1 Od FT ONLY REQUIRED WHEN INDICATED AS SUCH ON NAILS. BEND STRAP OVER C THE STRUCTURAL PLANS OR WHEN THE TOP PLATE MIN. 3", THEN v _� SIMPSON LSTA30DS w/ - STRUCTURAL SHEATHING IS NOT CONTINUOUS RUN DOWN FACE OF JAMB 11 10d TO STUD () FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND STUDS/HEADER ABOVE PLATE U.N.O. WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB H STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST EXTERIOR SHEATHING FROM HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN C TOP OF WALL TO BOT. RIBBON, iaHEADER CONNECTION 0 � C NAIL PER PLAN ' (2) 2X SILL AT WINDOW w/ 2x ; CRIPPLE STUDS AT EACH END O00 NAILED TO STUD PACK w/ 1 O NAILS 11 @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 1 Od TOE NAILS DOUBLE 2X TOP AT EACH END OF SILL (MAX OPEN'G F- PLATE WIDTH 4'-0"). USE A35 CLIP AT EACH I 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN co 4' BUT LESS THAN 6' LJJ DECKING PER FLOOR NAILING SCHEDULE SIMPSON MSTA36 w/ (7) 10d NAILS & 0 1 0000 (4) 1/4" X 2 1/4" TITENS IF FLOOR . FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON N m •. CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & " (14) 1/4" X 2 1/4" TITENS INSTEAD OF i- p o — MSTA36 STRAP (IF TITENS ARE NOT IN O 0 LINTEL COURSE OR INTO FILLED CELL • SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. FOR MORE INFO STRUCTURAL ENG: CFG / BAD DRAFTING '- STRUCT EA NOTE: STRAPS CALLED OUT WITHIN THIS DETAIL ARE • • CC \ \ ONLY REQUIRED WHEN INDICATED AS SUCH ON \� • TM - 2141334 THE STRUCTURAL PLANS OR WHEN THE SCALE: AS INDICATED STRUCTURAL SHEATHING IS NOT CONTINUOUS DATE: ~ \ 07/08/2014 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 MASONRY WALL SEE LOAD PLAN FOR MORE INFO SO HEADER CONNECTION DOUBLE 2X TOP PLATE @ 2nd FLOOR SCALE: 3/4"=1'-0" EXTERIOR SHEATHING - FROM TOP OF WALL TO BOTTOM RIBBON ATACHED PER NAILING SCHEDULE EACH SIDE OF WINDOW LOCATION (2) 8d NAILS @ 3" O.C. TO JAMB STUDS & FLOOR TRUSS BELOW 2X BOTTOM PLATE DECKING PER FLOOR NAILING SCHEDULE FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW FRAMING PLAN FOR SILL / FRAME DOWN INFO CONNECTION INFO FLOOR GIRDER OR BEAM SEE PLAN GIRDER / COL. CONNECTION @ 2nd FL. HIGH B M . SCALE: 3/4" =1'-0" F�< ) < SyFFr 0 SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 1 O X 1 1/2" @ 24" O.C. (2) 2x SPF TOP PLATE U.N.O. ON PLAN (2) 2X HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 O TOENAILS. EXTERIOR HEADERS OPENINGS LESS THAN 4FT (1) 2x SILL PLATE w/ (2) 1 O TOENAILS. OPENING LARGER THAN 4FT (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 O TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW SEE DETAIL WS11/SD5 FOR MORE INFO W On r1 z .0 )U J W U o w Q_ 04 - 2X TOP & BOT. RIBBS,, •� •�_�,'.�," CONT. ?`W 1 e �',' ® Z Z - PROVIDE BLOCKING BELOW JAMBS = W ; J ' Q., •.• ... ', •• �� '04.o- Q •••ice •••���� J O W J SIMPSON LSTA30 w/ (22) 10d NAILS (MAY BE O ANGLED UP TO 10°) • 410 SOLID SHEATHING Z rt, @ HEADER Q� N SIMPSON SP4 w/ (6) w • r o 1 O x 1 1/2" @ 24" O.C. a U z01 Q U M (2) 2x SPF TOP PLATE LL z �.. O (2) 2X HEADER - SEE 2ND U) 0 FLOOR PLAN FOR MIN. >O Z HEADER SIZE & REQ'D JAMB STUDS m L DECKING PER FLOOR NAILING U SCHEDULE Z) H FLOOR TRUSS SEE cn FRAMING PLAN FOR z CONNECTION INFO Q J NOTE: \ / r W 0 b > STRAPS CALLED OUT WITHIN THIS DETAIL ARE r� z�� C ONLY REQUIRED WHEN INDICATED AS SUCH ON J C THE STRUCTURAL PLANS OR WHEN THE U 0a v _� SIMPSON LSTA30DS w/ - STRUCTURAL SHEATHING IS NOT CONTINUOUS Q 11 10d TO STUD () FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND Z O� ABOVE PLATE U.N.O. WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB H STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN C iaHEADER CONNECTION 0 � C @ 2nd FLOOR HIGH BEAM SCALE: 3/4"=1'-0" (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE 10d NAILS (2) SIMSON LSTA 18 STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS ATTACH 2X STUDS W/ (4) 2X STUDS (3) 2X STUDS (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. STANDARD CORNER A -A CALIFORNIA CORNER A -A NOTE: IF WOOD WALL OR BEAM BELOW CONTRACTOR TO INSTALL SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) Y4'X2 Y4' TITENS TO MASONRY (2) SIMPSON LSTA18 — STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL MASONRY WALL WI�4 4SO 2 -STORY COLUMN AS1 WALL TO FLOOR TRUSS SO SECTION CORNER FRAMING ATT. @ GIRDER SCALE: 3/4" =1'-0" CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" -opyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2X 2ND FLOOR STUDS SEE PLAN FOR MORE INFO. SEE FLOOR FRAMING = PLAN FOR FLOOR h SYSTEM INFO. C F — EXTERIOR SHEATHING FINISH W/ TOP OF MASONRY E ATTACHED PER NAILING SCHEDULE C C L 2 39C F p' , l ..•�,,, 1 tl. y���QMg ��� i W 0 b > z�� J ry U 0a v O Q W 1 I— co Z O� N > W W _ � � U Z O00 11 ' Z F- O co Q LJJ LO 0 1 0000 � N m �I-- SWM i- p o — W W O 0 H LL STRUCTURAL ENG: CFG / BAD DRAFTING '- STRUCT EA QC CHECK CC JOB No. TM - 2141334 SCALE: AS INDICATED DATE: 07/08/2014 SD5 PT FURRING @ 16" 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" O.C. MAX./� TEXTURED STUCCO 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN Lij X FINISH, 7/8" MIN. THK. NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & E-- 2x8's @ 16" O.C. APPROVED BLDG. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. Q MAX (U.N.O.) WRAP LSTA18 TO BLOCKING BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE 1/2" GYP. BD.ATTACH PER NAILING MTS12 OR LSTA18 PRE-ENGINEERED SCHEDULE PLYWOOD FLOOR TRUSS-SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD z z OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE W WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. U) 10d NAILS AND (5) ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT. LEDGER W/ (2) %4"x3" 2x8 #2 SYP SILL PLATE W/ owC z 1/4"x2 3/4" TAPCONS J-BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. 7 SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR w — (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END - USE (3) SCREWS AL J-BOLT @ 32" O.C. W/ MIN. ❑ O BUILT-UP STUD PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR FOR 24" O.C. 7" EMBEDMENT & 6"' FROM U COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO EACH END (0 Z z (� C) LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO °° SIMPSON LUS26. USE °° lx PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP e LUS26-2 FOR 2PLY TRUSS 4 =� W Q LOW ROOF TRUSS SEE DRAWINGS m PT FURRING @ 24" TRUSS PLAN FOR 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT O.C. MAX. CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS 8" CMU WALL ° a TEXTURED CEMENT- MASONRY USE HETA16 OPT. TRUSS RECESS LEDGERLL @ 24" O.C.) ITIOUS FINISH, 1/2" MIN. THK. N > (LD01 LEDGER AT GIRDER F02 WALL SPLICE4s, SECTION" COMBO (LD03)SECTION AT OPEN TO ABOVE SCALE: 3/4" =1'-0" TRUSS SCALE: 3/4" =1'-0" LEDGER SCALE: 3/4" = 1'-0" '` �,���r�''' DETAIL SCALE: 11/2" =1'-0" ` �ty� W - • let ::. 0: s O dl� Z Z N EXTERIOR SHEATHING @... 2X WALL W/ SIMPSON SP2` ATTACH PER NAILING TOP & SP1 @ BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, (2),16d NAILS @ EACH END. BLOCK ADJACENT 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS _ • S ''Er•+c g • Q : � Q d Q ED SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING PLAN ATTACH PER BASE. 2X8 @ 16" O.C. - SEE FRAMING ATTACH PER NAILING BAYS EACH DIAGONAL AS 2x4 NAILER w/ (2) NAILING SCHEDULE @ O.C. SHOWN. FASTEN ROOF SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL TO NAILER W/ 3 1od TOE NAILS.•`" O Ole- •• MM0" .•° �q,� ❑_ ...g J tY (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INFO. SCHEDULE 10d NAILS @ 16" SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR �� �; ^� a J O 2X BLOCKING W/ (2) 12d SIMPSON HUC24-2 EA. END TOENAILS EACH END NAILS @ 6" O.C. 2x4 STUDS @ 16" O.C. SHEATHING ATTACHED PER NAILING SCHEDULEI ����� �nrtttr' _j O O` W/ 4 10d & 2 10d NAILS. USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d UNDER WINDOW JAMBS. NAILS @ 12" O.C. 1/2" GYP. BOARD (5) 16d NAILS BRACE. _ - --__ 2X8 #2 SYP CONT. LEDGER W/ cn J 2x4 BLOCKING BETWEEN TO BLOCKING SIMPSON H10A SIMPSON H2.5 (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, @EACH TRUSS TO O O STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS U EACH END FOR MORE INFO. L, FASTEN ALL THREAD ROD TO DIAGONAL w/ADJACENT (2) )16d NAILS %a''x3" SDS WOOD SCREWS @ 16" AT EA. SIDE OF G.T.) Z w I ��" M @ 48" O.C. O.C. MAX -EQUALLY SPACED & 3 ___ Q,� N ' 'TRUSSES PER PLAN FROM END OF LEDGER - USE (3) < . - - SIMPSON LUS26 OR IF 2-PLY ch N 4 . " 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED LEDGER e., ". TRUSS LEDGER SON S26 2 w ` ` _ w/ 1/2" EPDXY ANCHOR BOLT OR J-BOLT W/ MIN. 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS WALL BRACING 48" O.C. MAX. 45° FROM @ RECESSED INTO TRUSS. VERIFY w/ HSHOP SEE FLOOR FRAMING PLAN & TRUSS TO d z � m C 0 EMBEDMENT @ 32" O.C. & 3" @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED DRAWINGS WS11/SD5 FOR MORE INFO. VERIFY PLAN FOR LOCATION Q = 0 FROM EACH END (2) 2X4 TOP PLATE 6' FROM EAVES. AND DIRECTION (IF PARALLEL 8" CMU WALL, TYP. U tLCc> PRE-ENGINEERED TRUSS - °� SEE FRAMING PLAN FOR °<. 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) SEE WS10/SD5 FOR BLOCKING INFO. Oyu .' .Y ami U C.M.U. WALL O SPACING & CONNECTION SEE PLAN WITH ROOF LOAD OPT. TRUSS RECESS LEDGER ��C� INFO. �,. C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. O U �® a 4s, SECTION AT RAISED Fl SECTION AT OPEN ABOVE4F1 2 STORY FRAME WALL LD04 SECTION AT LOW ROOF W CALE: 3/4"=1-0" BRACING DETAIL SCALE: 3/4" V-0" SCALE: 3/4"=1-0" SCALE: 3/4"=1-0° I- ❑ � z SEE PLAN FOR DEPTH A OF LANDING O QQ PLYWOOD SHEATHING _ OVER LANDING L ATTACHED PER GENERAL(J STANDARD (3) 2X1FLOOR CONSTRUCTION 2 SEE TRUSS PROFILE/ARCH PLAN O 0 W 0 06 z j C� (2) 2x SPF I TOP PLATES I STRINGERS w/ SIMPSON NOTES FOR MORE INFORMATION j J A35/USP MP34 CLIP TO FLOOR SYSTEM & 12 PRE ENGINEERED WD 2 1 2x8 #2 SYP JOISTS @ LANDING FRAMING TRUSSES @ 24" O.C. _ Z a = LANDING @ 16 O.C. w/ FIBERGLASS SHINGLES OR 0 (2) 2x HEADER I 12x STUDS SEE PLAN I SIMPSON A35/USP MP34 � � OR LUS26 HANGER ON TILE VERIFY WITH ELEVATION w 0 � vi F SEE FLOOR I I I Z EACH SIDE TRUSS ANCHOR (SEE PLAN) z W z PLAN FOR MORE I I I (2) 2X12 REQ'D @ END OF OW z Q J �/, O INFO I I I LANDING FOR STRINGERS z ROOFING FELT � TO CONNECT TO w/ (2) g p APA STRUCTURAL SHEATHING 0 (- N SIMPSON A35/USP MP34 W EACH END TO LEDGER W ATTACHED PER NAILING SCHEDULE U Q IJJ W I I I I SEE PLAN FOR MASONRY z _ B I I I WALL OR WOOD WALL ❑ �� MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE Uj 1 1 2x. SPF I END OF LANDING w/ MIN. (6) a BASE PLATE 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR 2 z PRE-ENGINEERED FLOOR SYSTEM I WALL) CONT LEDGER w/ (3) 16d 0. H. MORE INFO &CONNECTIONS ❑ KNEEWALL OR BEAM I NAILS @ 16" O.C. MAX. TO PLAN VIEW a@ LANDING EACH STUD. ((2) 1/4 x 3 1/2" TITENS@ 16" O.C. MAX. FOR MASON 3/4" PLYWD. DECKING MASONRY WALL) SEE 2nd FLOOR PLAN FOR APPROPRIATE HEADER DETAIL SEE ELEV. WINDOW SEE PLAN FOR LOCATION 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO O Z V O (2) 2x SPF I I I BOTTOM OF TRUSS/GIRDER SEE PLAN FOR W 11 TOP PLATES I I I MIN. 2x6 LEDGER TO RIMBOARD/ ~ I I I I GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE ❑ Z H B STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Q Z J O I I FLOOR SYSTEM NAILS WALL SHEATHING IS U) O 2x STUDS SEE PLAN I I I (2) 2x HEADER PER PLAN STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO _ (/� I I I SEE FLOOR I WALL Y PLAN FOR MORE I I ROOF SHEATHING ATTACHED PER NAILING O F O O 00 1 INFO RISERS PLYWOOD FLOORING SEE SCHEDULE Z M LO Q N 2x P.T. BASE PLATE SEEFOR FLOOR FRAMING PLAN MORE INFO O w m i TREADS 2x BASE PLATE w/12d @ 24" O.C. LU I— 0 W BEARING SCHEDULE i i TO FLOOR SYSTEM BELOW 1_� U Q i' O FOR A.B. INFO to W Q SEE PLAN FOR I \ j O H H DIRECTION& MORE L SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE INFORMATION — — — U Q-, O ON EACH SIDE AND _ � A 1/2" THREADED ROD SEE BEARING C AT OPENINGS LARGER THAN 4'-2" ATTACH ON FLOOR PLANS FOR O TOP PLATE TO HEADER WITH LSTA12 BENT ONE MID-SPAN @ FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS U) Q STRUCTURAL ENG CFG DRAFTING. / BAD SCHEDULE LOCATION &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE H z -sTRUCT: EA STUD AND (5) 10d NAILS INTO HEADER ❑ SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST B O FLOOR HEADER CONTACT EOR TO ,V 3 W W QC CHECK: CC JOB No. TM - 2141334 JACKS / KINGS # OF STUDS TO ...._ ____ _ _.._..._.... MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET-IN BASE @ � m SCALE: AS INDICATED OF STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONSP ��;"�����_(7 �.<,� t' f ~ DATE: 07/08/2014 F1 2nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING SR01 GENERAL LANDING & F 1 TYPICAL WALL I ATTACHED PER NAILING SCHEDULE " . SECTION SCALE: 3/4" -V-0"ALE: EXTERIOR 2 STORY WALLS & EXTERIOR SC3/4"=1-0" =1'-0"SCALE: 3/4FOR STAIR FRAMING INFO s SD6 nnnvoir+uT RAI+n nn4 A. -rk Af%^iirrtcn+ ie nnnvrimMmel nnA ie +ho cvnhieivc nrnncr+v of AAOKITA (`(1NC1 II TINT R IIF.qII.N r)P VA/AAP 9 A.q.gnr.IATF.q INC: Anv use dunlirntinn or transfer of these documents without the exnressed. written consent of MONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES. INC. is strictiv prohibited.