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HomeMy WebLinkAbout119 Big Spring Ter 15-764 New construction SFHTHORNBROOK 40'S COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HIN6LE ROOF, ELECTRIC HEAT, 6A5 DROP AT RANGE/COOKTOP, GA5 DROP AT DRYER, 6A5 DROP At W.H., 150 AMP 5ERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-8 DOOR5 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 CODE COMPLIANCE PLANSEXAMINCR DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #15-764? U GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. LOT 41 THORNBROOKE CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 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 XA/PqTMTNIqTl=p_?o)nn ®F:1 I=V c SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP51UM BOARD OR EQUIVALENT. EXTERIOR FIN15HE5: THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM C926, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2 AND A5TM C 1063, PROVIDE BOND BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103.63 GARAGE RIGHT 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREA5 NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE IN5TALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 SHALL BE CONSIDERED 45 TAYLOR MORRISON CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW 5 HA A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM MUT VE FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS 2. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R1038). W NOTES PLAN REVISIONS DRAWING INDEX REDRAW WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN IN5TA®® 15T T2'GC,;,N INSTALLATION N J INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ,�� ••.,.••••`.'.",,•Il�/®� oar Rµ" 5 N DEX SPECIFI C ATI 0 12-29-14 COMPLETE[) REVISION t0 INCLUDE REv15 D COV 'GENERAL NOTES, I , ® � i04 A TRAY CEILING AT MASTER SURE TO BE S° i DWELLING / GARAGE OPENING5: • : va I P;,,.� 1 — S L/'16 INTERFACE PL"./'�N THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID 1000D DO; ,"5 T /II T�CI�1�i,a0LCOR TRAY CEILING ILO 12 TRAY CEILING. (5L.) OR HONEYCOMB CORE STEEL DOOR5 NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED ;0 : A `�; �s 2A1 - MAIN FLOOR PLAN NOTES,®•+�,�(..,` TRAY CEILING AT MAYLR bUIIL, NLC:LbbLLU CAN LIGHTS AND LAUNDRY TUB ROUGH -IN, 2 B 2 UPPER 'F LOO R FLAN DIMENSIONS 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 FLOOD zONE REQUIREMENTS: • j��a..•••• ®. MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. 2A2 ►rria� �_.. 2 B 1 - UPPER FLOOR PLAN NOTES ASPHALT NCE OFFS (IF APPLICABI E) : N , I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R�05241- ' 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES COMPLYING WITH A5TM D 226, TYPE 1 OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH 5E0110N 8905.2.1. 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS CHIMNEY HEIGHT REQUIREMENTS: 3C1FRONT ELEVATION "C", PARTIAL FLOOR PLANS EXTENDS THROUGHHEN STANDARD RTHE ROOF AND MUST BE OPTIONAL i2'-0" NG HHIiGHER THAN THE ROOFPLACE 15 TO 15E AOR RIDGE THA LLED THE 11510'-0'� AWAY OR CLEXTEND OSE T THE NIGHER POINT WHERE IT 3C2 - SIDE AND REAR ELEVATIONS, ROOF PLAN TUB AND 5HOWER AREA5: 30 - BUILDING SECTIONS, FLASHING DETAILS CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, 01325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN ISSUED SHOWER AREAS 4A - MAIN FLOOR ELECTRICAL PLAN C ao TERMITE PROTECTION: 4 B - UPPER FLOOR ELECTRICAL PLAN 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE N' d.J h AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51YE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED HIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, L OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL L PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF. L• MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUW15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. C 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT Ec CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICE[), REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE � =;: c'1 4+ CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND oNro� z SHALL AL50 CONFORM TO THE MANUFAGTURER'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 PROVISIONS OF SECTIONS MI411.3. EXHAU5T FANS AND VENTING: I, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT 51E RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 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 W DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE 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 11 15 UI E WITH A EMOTELY LOCATED BOOSTER FAN" • JOB NU�- 25002.013 • CAD FILE NAME LOT 41 ISSUED x w REVISED C ao 9�-11-15- 0 _j N' d.J h �c0v�M L 2 cm L L L• o0 ��Th ` J 0 O C > Ec ro� � =;: c'1 4+ oNro� z • JOB NU�- 25002.013 • CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 9�-11-15- THI5 PRYER EXHAUST SYSTEM EQ PP D R 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG • ATTENTION GENERAL CONTRACTOR /BUILDER 2200 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, • • AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO CO1-1MENCEh1ENT OF ANY CONSTRUCTION. ANY D15GREPANGY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. 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 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 THI5 PRYER EXHAUST SYSTEM EQ PP D R 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG • ATTENTION GENERAL CONTRACTOR /BUILDER 2200 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, • • AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO CO1-1MENCEh1ENT OF ANY CONSTRUCTION. ANY D15GREPANGY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. 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 I 25002.013 CAD FILE NAME . C x m w 12-17-14 REWSED 12-29-14 02-18-15 Lo U rO I34"04" A/CI IPAD (5EE MECI�. 2'-0" CONTRACTOR Nd IEOR LOC.) I L >'=�M v `L M 00 ro= e — W.B. Oro c0 C'� ELEVATION O 0'-4 b LL G.G. VERIFY THAT DECO DRAIN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE N Int -o" SLAB Wi MA 25002.013 CAD FILE NAME . C x m w 12-17-14 REWSED 12-29-14 02-18-15 Lo U rO I34"04" A/CI IPAD (5EE MECI�. 2'-0" CONTRACTOR Nd IEOR LOC.) I L >'=�M `L L J 00 ro= — W.B. Oro c0 C'� VERIFY LOCATION U. k 6 G.C. VERIFY ACRYLIC G.LANAI t 0+'m o OF A.N. 3/4" P.V.C. 4" P.V.G. +� ZOG20 CONDEN5ATION ON c� DRAIN BY �g PLUMPER LLI ELEVATION (.)01.411 31.811 8�-pll. 3'-2" 81-311 21-511 1-411 4 11/2" RECE55 FOR 5.G.D. —J c D.W. = 51NK W/ DI5P. REFERENCE = PROVIDE CONDUIT OL ELEVATION IN 5LA5 FOR w 0'-0" ISLAND ELECTRIC PROVIDE WATER LINE FOR ICE MAKER A.H. LINE5 I r===- OPT. = — FROM UPPER I REE. FLOOR i _ L j 4" P.V.C. — — — — M II aN II � COMPACTION "TEST I II � � PED. � LAV. r REQUIRED I Results to be Verified a J at Slab Inspection I� N FaN I IIS L.T. `r' � ROUGH -IN � a J I u� i W.H. ELEVATION O 0'-4" z � � � v a � � i i PAVERS i i i i i i i i C.J. i i i i i G.J. r 4° 6'.011 all cA N � i i AA i i i 3C3 i i i all i i I 201'$11 all ELEVATION i v� PAYER DRIVE / LEADWALK a'-0" 221-0" SLAB Wi MA JOB NUMBER 25002.013 CAD FILE NAME . C x m w 12-17-14 REWSED 12-29-14 02-18-15 Lo U rO 2 ccm> moi) Nd L >'=�M `L °��. 00 ro= Oro c0 U. k 6 t 0+'m o +� ZOG20 JOB NUMBER 25002.013 CAD FILE NAME LOT 41 ISSUED 12-17-14 REWSED 12-29-14 02-18-15 r �I N'; 0X%111110 lilt • +�► .� N PLO _ o weir �• � � ,,, P � � � IAS • ski � r� ®sB�ee��e ° 2200 wILD�� c • TI TLE • SAN'POaD SLAB INTERFACE PLAN RT 1 — ,a4 _ . • INTERFACE PLAN • SHEET . 5CALE: 1/4" = I'-0" GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDS'll FLORIDA 34677 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 rte - r �I N'; 0X%111110 lilt • +�► .� N PLO _ o weir �• � � ,,, P � � � IAS • ski � r� ®sB�ee��e ° 2200 wILD�� c • TI TLE • SAN'POaD SLAB INTERFACE PLAN RT 1 — ,a4 _ . • INTERFACE PLAN • SHEET . 5CALE: 1/4" = I'-0" GARAGE RIGHT I� I i i _ ,....._. .��.�.....�.J.,.....1�. ��� may.., ,...I, _ate � ' ,..�.,, •.: � �-.�.:: �-,w.�� u.. I3'-O"x34" A/C PAD (SEE MECI�. ICONTRACTOR T.O.M.© T.OM. 25 SH. � 25 5H. � 9' 4 9'-411' HD. AT 8 -0�� IFOR LOC.) I � — — — J HD, AT 8 -0` H.B. A.F.F. BOTT. OF LINTEL AT 8'-0" A.F.F. wl °- I o Q8-08.0 TEMP. 561). 3G3 4" x 6 1/2" I I Gel DECORATIVE I I KNEE 42" N. a COLUMN ON I I ��� WALL - ALL COUNTERTOP 42" H. BASE DINING ARCH FROM I I 2G 14-2 x10-2 8'0"708'8" I I 61/2"xl" ------ --- -- --- 9'-4" FLAT CLG. I I DECORATIVE B , I COLUMN ON OO 2C 42" N. BASE ARCH FROM SINK I o VENT TO 8'-0" To 8'-8" I FLAT HDR W/ D15P. (OUTSIDE AT 8'-0" KITCHEN S 0 " '-4FLAT CLG. � LINE OF SECOND FLOOR ABV. �, ARCH FROM 9 0 4.. x 6 1/2" 8'-0" TO 8'-8° STORA Fa DECORATIVE "' `� Q�, 2.46-8 UNDER COLUMN ON > C BFD STAIRS 0 42" H. BASE A 6 I/2" WIDE 'OPT. I o , %1111601/ 11 aI w x 0 w ISSUED WINDOW SCHEDULE �I LANAI a z a FAMILY ROOM WINDOW WIDTHS J N� 0 53 a I 15'-0"x10'-0" 13'-8"x14'-4" 21" �1� N d , 101V 9'-4" PLT. HT. 9'-4" FLAT CLG. >_;JM WINDOW CALL -OUTS 00 �J770 61 �51zl G.G. VERIFY ACRYLIC Lu - I ON LANAI Lu 12 5H 1/2 32 5W 22 5N TOM w 1-- oy�0 4 z��°v °- I o Q8-08.0 TEMP. 561). 3G3 4" x 6 1/2" I I Gel DECORATIVE I I KNEE 42" N. a COLUMN ON I I ��� WALL - ALL COUNTERTOP 42" H. BASE DINING ARCH FROM I I 2G 14-2 x10-2 8'0"708'8" I I 61/2"xl" ------ --- -- --- 9'-4" FLAT CLG. I I DECORATIVE B , I COLUMN ON OO 2C 42" N. BASE ARCH FROM SINK I o VENT TO 8'-0" To 8'-8" I FLAT HDR W/ D15P. (OUTSIDE AT 8'-0" KITCHEN S 0 " '-4FLAT CLG. � LINE OF SECOND FLOOR ABV. �, ARCH FROM 9 0 4.. x 6 1/2" 8'-0" TO 8'-8° STORA Fa DECORATIVE "' `� Q�, 2.46-8 UNDER COLUMN ON > C BFD STAIRS 0 42" H. BASE A 6 I/2" WIDE 'OPT. I o , %1111601/ 11 25002.013 • TYPICAL MASONRY x 0 w ISSUED WINDOW SCHEDULE rto U r0 N 12-29-14 WINDOW WIDTHS J N� 0 53 5.F, 20" 21" �1� N d , 101V >_;JM WINDOW CALL -OUTS 00 �J770 0C0 L-0jIam�N 12 5H 1/2 32 5W 22 5N 32 5N, w 1-- oy�0 4 z��°v Z 13 5H 1/2 33 5H 23 5H 33 5N 0 ; 1" 14 5N 1/2 34 5H 24 5H 34 5N C) 63" o 15 5H 1/2 35 5N 25 5H 35 5H i --i Z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H Gf, VERIFY MA50NRY OPEN IN() FOR ALL WINDOW5, w �INf)O� 51ZL5 AND INSTALLATION MAY VARY PER Q f��aNUFACTUR� S��CIFICATIONS. Z REFER TO FLOOR PLAN5 FOR 51-YLE OF WINDOW U55D (51NGLE HUNG®5�a, CA5E"1E.NT- C5MT, OR FIXED GLA55 FW °- I o Q8-08.0 TEMP. 561). 3G3 4" x 6 1/2" I I Gel DECORATIVE I I KNEE 42" N. a COLUMN ON I I ��� WALL - ALL COUNTERTOP 42" H. BASE DINING ARCH FROM I I 2G 14-2 x10-2 8'0"708'8" I I 61/2"xl" ------ --- -- --- 9'-4" FLAT CLG. I I DECORATIVE B , I COLUMN ON OO 2C 42" N. BASE ARCH FROM SINK I o VENT TO 8'-0" To 8'-8" I FLAT HDR W/ D15P. (OUTSIDE AT 8'-0" KITCHEN S 0 " '-4FLAT CLG. � LINE OF SECOND FLOOR ABV. �, ARCH FROM 9 0 4.. x 6 1/2" 8'-0" TO 8'-8° STORA Fa DECORATIVE "' `� Q�, 2.46-8 UNDER COLUMN ON > C BFD STAIRS 0 42" H. BASE A 6 I/2" WIDE 'OPT. I o , %1111601/ 11 • JOB NUMBER 25002.013 • CAD FILE NAME x 0 w ISSUED 12-17-14 rto U r0 N 12-29-14 5.F. J N� 0 53 5.F, 'A N' V+n V+ � C', 2910 S.F. �1� N d , 101V >_;JM L ` Q � LL 00 �J770 0C0 L-0jIam�N oy�0 4 z��°v • JOB NUMBER 25002.013 • CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 5.F. ENTRY 53 5.F, TOTAL 5Q. FT. 2910 S.F. z C S x 4 DECORATIVE LL COLUMN ON 5 5H. — 42" H. BASEL O.H.C. ®� STAIR DATA: : ®®� �° ®�, P Lu A.N. LINES 3 81 EACH T FROM UPPER UP I I I I I LANDING,. , W �°• ® n FLOOR I I I I I 2-8x5-0 r_ 1�. ° ®"°J aIt 10.00 TREADS � 9 4 2 5T Y c `rz G. '�` y.y � LIVING 2.5TORY 1 9'-4" —1 I ✓.�,®/��o'.++ ...O.o 5� ,0-- p 15'-0"x15'-2" CLG. CLG. PWDft. II 1 1 4 I ®�o`/ 'RR® ```� w 2 STORY CLG. _ 9 4 PIED. I SLOPING CLQ s —I HANSEN 11111%` cLG, v. I I I I sox CLEAR OPENING HEIGHTS' ARCH FROM 2-8x6-8 PKT.-1-1— I� 8'-0" TO 8'-8" I _J _ _ DIRECT IN WINDWELLING UNIT5, WHERE OW 15 LOCATED MORETHE THANI2NING INCHE6 ABOAN VE 8 SOFFIT TIL DRYER F zf :tU 9'-4 r VENT FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART CPT. I I TILE 9' 4" I I OF THE CLEAR OPENING OF THE WINDOW SHALL BE A - 0' CLG. 2 -8x6 -g CLG. I� i I MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE I I � o I ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE - — 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE INSULATE L.T. W.N. I SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE WALL ROUGH -IN O FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 G.G. VERIFY GLA55 Lu INSERT FOR FRONT 2x8 WALL WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, DOOR, J2i0 45WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 (A I PAVERS ARE EN9'-4TRY rHT. 2o,_8"AG a° I 9'-4" PLT. HT. FLAT HEADER LINE OF pRYSTAGK AT T-8" A.F.F. LEgGESTONE G.G. VERIFY THAT DECO DRAIN _– 15 INSTALLED AT PLANTERS T.Dr.rM. T.OM. BETWEEN WALKWAYAND GARAGE4 11 11' o 7 ATT. 91 -411 * * * * R A.F.F. O O ' AA LINE OF GARAGE DOOR IN OPEN P051TION o ul 3C3 r---------------------0 -� �a SANFORD Rn LINE OF SECOND FLOOR ABV, I _ 1 5 7 6!>= LINE OF DRY5TACK16-Ox-1-0 O.N. GARAGE DOOR REFER TO SHEET LEDGESTONE 2A2 FOR MAIN FLOOR HATCHING LEGEND PLAN W/ DIMENSIONS 0 LINE OF SECOND FLOOR ABV. T.O.M. INSULATE WALL ' 9'-4" PAVER DRIVE / LEADWALK ASF. TOTAL. LIVING 2191 S.F. GAR,4GE 62) DAVIS BEWS DESIGN GROVP S.F. 150 STATE STREET EAST OLDWAk FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. -� EST. 1994 F� - z C S x 4 DECORATIVE LL COLUMN ON 5 5H. — 42" H. BASEL O.H.C. ®� STAIR DATA: : ®®� �° ®�, P Lu A.N. LINES 3 81 EACH T FROM UPPER UP I I I I I LANDING,. , W �°• ® n FLOOR I I I I I 2-8x5-0 r_ 1�. ° ®"°J aIt 10.00 TREADS � 9 4 2 5T Y c `rz G. '�` y.y � LIVING 2.5TORY 1 9'-4" —1 I ✓.�,®/��o'.++ ...O.o 5� ,0-- p 15'-0"x15'-2" CLG. CLG. PWDft. II 1 1 4 I ®�o`/ 'RR® ```� w 2 STORY CLG. _ 9 4 PIED. I SLOPING CLQ s —I HANSEN 11111%` cLG, v. I I I I sox CLEAR OPENING HEIGHTS' ARCH FROM 2-8x6-8 PKT.-1-1— I� 8'-0" TO 8'-8" I _J _ _ DIRECT IN WINDWELLING UNIT5, WHERE OW 15 LOCATED MORETHE THANI2NING INCHE6 ABOAN VE 8 SOFFIT TIL DRYER F zf :tU 9'-4 r VENT FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART CPT. I I TILE 9' 4" I I OF THE CLEAR OPENING OF THE WINDOW SHALL BE A - 0' CLG. 2 -8x6 -g CLG. I� i I MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE I I � o I ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE - — 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE INSULATE L.T. W.N. I SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE WALL ROUGH -IN O FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 G.G. VERIFY GLA55 Lu INSERT FOR FRONT 2x8 WALL WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, DOOR, J2i0 45WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 (A I PAVERS ARE EN9'-4TRY rHT. 2o,_8"AG a° I 9'-4" PLT. HT. FLAT HEADER LINE OF pRYSTAGK AT T-8" A.F.F. LEgGESTONE G.G. VERIFY THAT DECO DRAIN _– 15 INSTALLED AT PLANTERS T.Dr.rM. T.OM. BETWEEN WALKWAYAND GARAGE4 11 11' o 7 ATT. 91 -411 * * * * R A.F.F. O O ' AA LINE OF GARAGE DOOR IN OPEN P051TION o ul 3C3 r---------------------0 -� �a SANFORD Rn LINE OF SECOND FLOOR ABV, I _ 1 5 7 6!>= LINE OF DRY5TACK16-Ox-1-0 O.N. GARAGE DOOR REFER TO SHEET LEDGESTONE 2A2 FOR MAIN FLOOR HATCHING LEGEND PLAN W/ DIMENSIONS 0 LINE OF SECOND FLOOR ABV. T.O.M. INSULATE WALL ' 9'-4" PAVER DRIVE / LEADWALK ASF. TOTAL. LIVING 2191 S.F. GAR,4GE 510 S.F. LANAI 150 5.F. ENTRY 53 5.F, TOTAL 5Q. FT. 2910 S.F. MAIN FLOOR PLAN NOTES x GARAGERIGHT • TITLE • MAIN FLOOR PLAN NOTES 2A1 I I ''i y 0 AN � co '•.F��+ z 01 ISL REFER to SHEET 2AI FOR MAIN FLOOR PLAN W1 NOTES 2200 VIL/JjN 6 0 URTNSANPoRD x#15-764 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • • K w 150 STATE STREET EAST OL GMW FLORIDA 34677 813. 925.1300 TEL $13.925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER C LO U rbo I'-4" 12'-4" O L ---------CO -----— N� � c%j LANAI e I i.>,JM ,= FAMILY ROOM �co� 0 J ~ O -0 r,o VC '54 m o I V-2" M.O. 3'-2" E L = 0 ( cz N 0, r-, =d- Zra 14'-1" I I 4'-1" DINING ---- -----_ ---- I e -- KITCHEN o \ \ 3'-3" ziM M I I I I LIVING 1 J —I_ I— I M PWDR. I I 1 i l I I I UTIL. �- —[- I i I I 70— s, O GARAGE 1'-10" 1 4'-6" M,O. 1'-8" 224.. n, N 1------- --- ----------� I I 1 I 1k k I I I I 3l-oll 1'-4"IL 6'-0" 8" 3' 0° 161-01, M.O. 11 &'-m" 224" ''i y 0 AN � co '•.F��+ z 01 ISL REFER to SHEET 2AI FOR MAIN FLOOR PLAN W1 NOTES 2200 VIL/JjN 6 0 URTNSANPoRD x#15-764 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • • K w 150 STATE STREET EAST OL GMW FLORIDA 34677 813. 925.1300 TEL $13.925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER C LO U rbo O N� � c%j I N i.>,JM ,= �co� 0 J ~ O -0 r,o VC '54 m o E L = 0 ( N 0, Zra ''i y 0 AN � co '•.F��+ z 01 ISL REFER to SHEET 2AI FOR MAIN FLOOR PLAN W1 NOTES 2200 VIL/JjN 6 0 URTNSANPoRD x#15-764 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL GMW FLORIDA 34677 813. 925.1300 TEL $13.925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 F:-�.�- ''i y 0 AN � co '•.F��+ z 01 ISL REFER to SHEET 2AI FOR MAIN FLOOR PLAN W1 NOTES 2200 VIL/JjN 6 0 URTNSANPoRD x#15-764 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT r ARCH FROM 6' 8" T01' 4" n I " 2-8x6-8 f'KT. �I r w �I Q N � GARDEN � TUB CLG. ARCH FROM CLG G 20" H. BEDROOM 3 TYPICAL WOOD FRAME 6'-8" TO T-4" TUB DECK WINDOW SCHEDULE MASTER SUTTEE 8'-0" FLAT CLG. WINDOW WIDTHS DAVIS BEWS DESIGN GKOVP qk 14'-4"x13'-0>' 3050 SH. 20" 24" 8'-8" TRAY CLG. 48" Ln * EGRESS WINDOW CALL -OUTS A/C � O FOR TUB SHWR >.JM 2B FOR FLOOR PLAN I 0 co W/ DIMENSIONS 1 20" DETAIL 1818 F.G. I 3018 F.G. BB Lu ---------_.-.---- � R/S �, � TEMP. GL, ON 3C3 r ARCH FROM 6' 8" T01' 4" n I " 2-8x6-8 f'KT. �I r w �I Q N � GARDEN � TUB CLG. ARCH FROM CLG G 20" H. BEDROOM 3 TYPICAL WOOD FRAME 6'-8" TO T-4" TUB DECK WINDOW SCHEDULE 8'-0" FLAT CLG. WINDOW WIDTHS DAVIS BEWS DESIGN GKOVP 0 3050 SH. 20" 24" 36" 48" Ln * EGRESS WINDOW CALL -OUTS A/C � O FOR TUB SHWR >.JM 2B FOR FLOOR PLAN * EGRESS W/ DIMENSIONS V 20" DETAIL 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. Lu ---------_.-.---- � _ � �, � TEMP. GL, ON R/g = 24" 42" H. LOW WALL 1,520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J W1 MARBLE CAP PROVIDE 0 Jail H. SHOWERO.S.B. 1830 5H 2030 5H 3030 5H 4030 5H F406"' SEAT LL � PAN AND DRAINCLG. Z 0 1840 5H 2040 5H 3040 5H 4040 5H UNDER A.H.U. Z 2- 2-8x5-4 -ted",- 8'-(D" � SHOWER 60" �s 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H 0 G.G. VERIFY MASONRY OPENINGS FOR ALL WINI)OW5, Lu Lu WINI)OW 51ZE5 ANI) IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. 04 42 H. REFER TO FLOOR PLANS FOR 5TYUE OF WINE)OW U5EI) (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXEI) GLA55- F.C.) r ARCH FROM 6' 8" T01' 4" n I " 2-8x6-8 f'KT. �I r w �I Q N � GARDEN � TUB CLG. ARCH FROM CLG G 20" H. BATH Z (2) I'-8" x T-8" F.G. 8'-0" CLG. HD. AT 6'-0" ABV, SECOND F.F. BEDROOM 2 12'-0"x10'-0" 8'-0" FLAT CLG. CPT. TILE 2 -6x6 -S CLEAR OPENING HEIGHTS I - - c. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE I 2x __ R/S 6 WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE I FRAME- FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART I WALL a CLG. d OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE 4-04-8 ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE L -I I R/S 6�6 BFD SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT - - - - - - - $ ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE ti FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 5-0x6-8 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, AA BFD WHERE PROVIDED, SHALL COMPLY WITH THE 3C3 REQUIREMENTS OF A6TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 BEDROOM 4 , 1.1 It BEDROOM 3 �- - -� 6'-8" TO T-4" TUB DECK 8'-0" FLAT CLG. 8'-0" FLAT CLG. U r0 DAVIS BEWS DESIGN GKOVP 0 3050 SH. 2-64-8I SEE SHEET 2c I'M sn 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX * EGRESS 4 - 3050 SH. co 6 N d ..'- A/C � O FOR TUB SHWR >.JM 2B FOR FLOOR PLAN * EGRESS W/ DIMENSIONS - _ - - - - - - - - -� CHASE DETAIL '� 0 0�C0 3�E �0 o Q ---------_.-.---- _ � �, � TEMP. GL, ON R/g n 3 42" H. LOW WALL - - - - - W1 MARBLE CAP PROVIDE M. BATH HEAP Jail H. SHOWERO.S.B. TRUSSES BEYOND SEAT LL � PAN AND DRAINCLG. _ UNDER A.H.U. TIDE 2- 2-8x5-4 -ted",- 8'-(D" � SHOWER a M _ R/A A/H CLG. LLJ BELOW TURN STUDS 42 H. OPEN TO LOW WALL 36" H. BLOWN BELOW LOW WALL INSULATION 8' 0" LANDING - ATTIC ACCESS CLG. N D ETAI L DOWN T y SCALE: 1/2" - I'-0" 18 aca LANDING , Q IQ n, a Q TUB/ Lu R/6 SHOWER 5-0x6-8 BFD BATH Z (2) I'-8" x T-8" F.G. 8'-0" CLG. HD. AT 6'-0" ABV, SECOND F.F. BEDROOM 2 12'-0"x10'-0" 8'-0" FLAT CLG. CPT. TILE 2 -6x6 -S CLEAR OPENING HEIGHTS I - - c. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE I 2x __ R/S 6 WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE I FRAME- FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART I WALL a CLG. d OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE 4-04-8 ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE L -I I R/S 6�6 BFD SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT - - - - - - - $ ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE ti FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 5-0x6-8 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, AA BFD WHERE PROVIDED, SHALL COMPLY WITH THE 3C3 REQUIREMENTS OF A6TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 BEDROOM 4 , 1.1 It UPPER FLOOR PLAN NOTES GARAGE RIGHT BEDROOM 3 10 -o x11—1 o 11'-0"x10'-4' 8'-0" FLAT CLG. 8'-0" FLAT CLG. U r0 DAVIS BEWS DESIGN GKOVP 0 3050 SH. HD, AT 1'-2" 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX * EGRESS 4 - 3050 SH. co 6 N d ..'- REFER TO SHEET HD. AT 1'-2" >.JM 2B FOR FLOOR PLAN * EGRESS W/ DIMENSIONS - _ - - - - - - - - -� UPPER FLOOR PLAN NOTES GARAGE RIGHT x U r0 DAVIS BEWS DESIGN GKOVP 0 J h� cj 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX N co 6 N d ..'- L >.JM LL W `\" 0 v , " Cr= aop. a LL 00 '0 •O n '� 0 0�C0 3�E �0 z }� 0-20 ZLo 7 UPPER FLOOR PLAN NOTES GARAGE RIGHT DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWSC:OM TAMPA • DENVER FFWI i­ ���` ' •�j°•w.•�e���%j_ iii ,wr/• • , LL W `\" 0 v , " Cr= aop. z UPPER FLOOR PLAN NOTES GARAGE RIGHT REFER TO SHEET 2A FOR FLOOR PLAN W1 NOTES ii I.,..,,i. 41 I 1 I' -I li l..f_;. - 11 JOB NUMBER 25002.013 CAD FILE NAME K ca ISSUED 12-17-14 LO C U r0 12-29-14 DESIGN GROVP 150 STATE STIR= EAST C&DS 1AR, r-1..OMA 3467 813.925.1300 TEG ,w O Cq N W W W.DAVLSBEWS.COM TAMPA • DENVER- 0 r > ,JM Oy LL 0 0 � �-0 V n 3�ELL_ r 0.- T �(0 ON r— ------------------ OG2C0 Z � L v MASTER SUITE I (TYP.) — e :B W I L — J 12'-4"-If0° 3._8.. 0 LuO �i��CQ O �a I -- --------- cO 11-101,N M. BATH v a� 3' 3" "rn v v cm ZQ CV Lu 5'-8" 1211411 � � n �n 2'8.. 4 0 3'-6" BATH 2 BEDROOM 2 2'-6" 3'-4" NOTE: I ALL INTERIOR �. ,,�„ ANGLED WALLS - - - - ARE AT 45° (l1N.D.) d �r N D� 61.611 5'-2" 3'-81, 6'-8" 14 19 BEDROOM 4 BEDROOM 3 ------ -— — — — - -a JOB NUMBER 25002.013 CAD FILE NAME K ca ISSUED 12-17-14 LO C U r0 12-29-14 DESIGN GROVP 150 STATE STIR= EAST C&DS 1AR, r-1..OMA 3467 813.925.1300 TEG ,w O Cq N W W W.DAVLSBEWS.COM TAMPA • DENVER- 0 r > ,JM Oy LL 0 0 � �-0 V n 3�ELL_ r 0.- T �(0 ON OG2C0 Z � L v JOB NUMBER 25002.013 CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 DESIGN GROVP 150 STATE STIR= EAST C&DS 1AR, r-1..OMA 3467 813.925.1300 TEG 813. 925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER- EST. 1994 ��- It� `,. 0 ~ pg lid • I 6l: iii eee � V•�Q N � ,� y 4 a 1 fl Grp \'\\. 0 W rvo ry 0 0 >m 0 -< 2200 O-,� TI TLE UPPER FLOOR PLAN DIMENSIONS — 7 6� • UPPER FLOOR PLAN DIMENSIONS GARAGE DAVIS BEWS DESIGN GROVP 150 STATE STIR= EAST C&DS 1AR, r-1..OMA 3467 813.925.1300 TEG 813. 925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER- EST. 1994 ��- It� `,. 0 ~ pg lid • I 6l: iii eee � V•�Q N � ,� y 4 a 1 fl Grp \'\\. 0 W rvo ry 0 0 >m 0 -< 2200 O-,� TI TLE UPPER FLOOR PLAN DIMENSIONS — 7 6� • UPPER FLOOR PLAN DIMENSIONS GARAGE LOW WALL _MASTER CL05ET F.F. LINE BEYOND ,DINING ROOM CLC. BEYOND co DINING �! of ROOM COL.- (A,YDI�NING SCALE: 1/4" = I'-0" �c UNDER -STAIR PROTECTION �c ENCLOSED ACCE551BLE 5PACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 5OFFIT5 PROTECTED ON THE ENCL05ED 61DE WITHy INCH GYPSUM BOARD PER F.B.C. 2010 RE51DENTIAL CODE R302.1 FAIR NOTE& RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE GONTINUOU5 FOR THE FULL LENGTHI OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FDGHT TO A POINT DIRECTLY ABOVE THE: LOWEST R15ER HANDRAIL ENDS 5,HALL BE RETURNED OR SHALL TERMINATE IN. NEWEL PO5T5 OR SAFETY TERMINAIL5. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE56 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. GONTINUOU5 GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA LOW WALL M. BEDROOM CLOSET HALLWAY FINISH FLOOR BEYOND FLOOR 5Y5TEM - OPEN TO OPEN KITCHEN T0. 17IJ KITCHEN DINING I` DINING ROOM COL. V SCALE: I/4" = I'-0° 3 TREADS AT LANDING 10.00" EACH 42" H. i -LOW WALL I NG DINING ROOM COL. TEMP.. GL, ON 42" H LOW WALL W/ CORIAN CAP 1.a 25002.013 • CAD FILE NAME • K w 3/4" PLYWD. REVISED C U ro CROWN BEAM DECKING SHOWER DRYWALL No� 22o FLOOR 5Y5TEM WRAPPED TRIM BD. CAP FIN15H COLUMN W/ AND BA5E 36" H. MIN. HEAD (SEE COL rnmcR 51DE VIEW 10.00" CONTINUOUS CLEARANCE E0%CO �'=ro04 (TYP) GRASPABLE rim °�' LUicc� T Z�Ld' RAILING (2) 2x8 LEDGERS (2) 2x8 -�-- I" NOSING (TYP.) BEAMS_ (TYP) d (TYP) � _ I � f CID I I I aQ 2x TREADS AND Ix RISERS (TYP) 2-8x5-0 2x 5TRINGER5 BFD LANDING 12 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" : 14" I NG DINING ROOM COL. TEMP.. GL, ON 42" H LOW WALL W/ CORIAN CAP 1.a JOB NUMBER 25002.013 • CAD FILE NAME • K w N� REVISED C U ro CROWN IS° SHOWER DRYWALL No� 22o PAINTED SAND WRAPPED TRIM BD. CAP FIN15H COLUMN W/ AND BA5E ROUNDED (SEE COL rnmcR 51DE VIEW JOB NUMBER 25002.013 • CAD FILE NAME • K w 12-17-14 REVISED C U ro rl IS° SHOWER N No� 22o L >>.IM L. L °m�• 00 c O N J V 0 E0%CO �'=ro04 rim °�' LUicc� T Z�Ld' JOB NUMBER 25002.013 • CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 rl TILE SHOWER ROUNDED CORNER DETAIL) BEAD BEAD ...�.,.� in COLUMN BA5E42" H. DRYWALL TRIM 61/2+\ LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF u, °G C05NER5 CORNER BEAD LoW WALL PLAN VIEW 150 STATE STR= EAST OLDSMAR, FLORIDA 34677 SIDE VIEW 813.925.1300 TEL 813.925.1800. FAX W W W.DAVISBEWSCOM TAMPA • DENVER.. DINING ROOMY ��®� ``Capt..*;� COLUMN DETAIL �, �,:•� r: � o ay': fsj SCALE: N.T.S. L ..� ® Z, ,VO: - , • 'Q j Z N � v p'� Q TOP OF ENCL. TEMPERED GLA66 CORIAN ENCL. CAP 11/2" TILE BACK SPLASH TILE TUB DECK ;n SHOWER GARDEN TILE ' TUB BEYOND rtN / FINISH FLOOR T1 SECTION -� TILE SHOWERITUB DETAIL2200--__* . T SCALE: 1/4" 17 • TITLE • SANF0R'D PLAN DETALS ���A F2TC �F%�\ #157 6 4• PLAN DETAILS SHEET SCALE: 1/4" : I'-0" 2C GARAGE RIGHT CI t° GARDEN TUB N 0 0 rl TILE SHOWER TEMPERED GLA66 CORIAN ENCL. CAP 11/2" TILE BACK SPLASH TILE TUB DECK ;n SHOWER GARDEN TILE ' TUB BEYOND rtN / FINISH FLOOR T1 SECTION -� TILE SHOWERITUB DETAIL2200--__* . T SCALE: 1/4" 17 • TITLE • SANF0R'D PLAN DETALS ���A F2TC �F%�\ #157 6 4• PLAN DETAILS SHEET SCALE: 1/4" : I'-0" 2C GARAGE RIGHT 11/2" THICK SAND FIN16H KEY5TONE (IF APPLICABLE) RA16Eq SAND FIN15N / TEXTURED BANDING z 3/4" THICK III .. . II 4.1..:."I L. I . _l 4 10' Q TYP. CROSS-SECTION OF RAISED = _ TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE5, FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW SCALE: 3" - 1'-0" DECORATIVE DECORATIVE BRACKET 1 DETAIL BRACKET 2 DETAIL KEYSTONE DETAIL SCALE: 3/4" - I'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4 = 14" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 6PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RE51DENTIAL CODE 86122 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 8612.3 -SHINGLE 12 j� ROOF ro 12 `SHINGLE 2.pp Q6 ROOF (TYP.) SHINGLE 6" BANDING 12 ROOF G.G. VERIFY (TYP.) Q6 ALUMINUM OVER DECORATIVE 2x6 SUB -FASCIA BRACKET I (TYP) 4" BANDING 2" BANDING IN16H PLT. HT. (TYPICAL) (SEE DETAIL) F . — FINISH-- (TYP.) (TYP.) PLT. HT. STUCCO 5TUCC0 FINISH FIN15N _ F. F " 4.. 4' � DECORATIVE JOB NUMBER 25002.013 • CAD FILE NAME • x 0 w 12-17-14 REVISED 12-29-14 00 150 STATE ST LEEr EAST OLDSMAR, FLORA 34677 813. 92,5. 1300 TEL 813. 9Z5.1800 FAX wwWJDAVlSBEW&C0M 0 0C4 '` 0) /5HINGLE SECOND F.F. LINE _ — ROOF KEY6TONE (TYP) (5EE DETAIL) DECORATIVE BRACKET 2 (TYP) 2'-1" d , SECOND F.F. LINE —� 6 o PJM ��• Co cT r .cJ V 0 0%C0 3�E d*toa L 0 .- M o. 0�Z72ov JOB NUMBER 25002.013 • CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 150 STATE ST LEEr EAST OLDSMAR, FLORA 34677 813. 92,5. 1300 TEL 813. 9Z5.1800 FAX wwWJDAVlSBEW&C0M /5HINGLE SECOND F.F. LINE _ — ROOF KEY6TONE (TYP) (5EE DETAIL) DECORATIVE BRACKET 2 (TYP) 2'-1" SECOND F.F. LINE —� T.O.M. DECORATIVE BRACKET 2 (TYP) (5EE DETAIL) TEXTURED — - FIN15H 4" BANDING (TYP.) MAIN F.F. LINE G.C. VERIFY - ALL BANDING AT STONE LOCATION515 TO PROJECT 1/2" PAST THE FACE OF THE STONE * * * * * (5EE DETAIL) (TYP.) 6HINGLE ROOF T.O.M. ���` 4�1 �( *If DECORATIVE s r �t►r �i`�r�' �" W BRACKET I (TYP) •� d. �' (5EE DETAIL) Ln r r N �.�,� TEXTUREq 0 + C 4:4 ae z 171 F71 Ell 171171 � FINISH �,, W.. Vd o 4" BANDING .e ,�y�• (TYP.) 6' 'sem ' •'«uei� • `�� T ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2" BANDING A 11 (TYP,) 177=- 1IN11 �� TEMP. Ll Ld 7�_ MAIN F.F. LINE TEMP. DRY6TACK © COPYRIGHT 2014, TAYLOR MORR16ON GRADE LINE GRADE LINE (A55UMED) 51DE LEDGE6TONE (A55UMED) LT. (TYP,) 0 G.G. G VERIFY VERLA56 INSERT IFYL NT FRONT ELEVATION DC DOOR, SCALE: I/4" = 14" M0 2200 • TI TLE • FRONT ELEVATION p,���DiNc DETAILS SANIFo � - P I b - ELEVATIONif ��C GARAGE RIGHT * * T -i 1v FIXED SHUTTERS (TYP.) _ ol' 150 STATE ST LEEr EAST OLDSMAR, FLORA 34677 813. 92,5. 1300 TEL 813. 9Z5.1800 FAX wwWJDAVlSBEW&C0M /5HINGLE SECOND F.F. LINE _ — ROOF KEY6TONE (TYP) (5EE DETAIL) DECORATIVE BRACKET 2 (TYP) 2'-1" SECOND F.F. LINE —� TAMPA . DEtVV T.O.M. DECORATIVE BRACKET 2 (TYP) (5EE DETAIL) TEXTURED — - FIN15H 4" BANDING (TYP.) MAIN F.F. LINE G.C. VERIFY - ALL BANDING AT STONE LOCATION515 TO PROJECT 1/2" PAST THE FACE OF THE STONE * * * * * (5EE DETAIL) (TYP.) 6HINGLE ROOF T.O.M. ���` 4�1 �( *If DECORATIVE s r �t►r �i`�r�' �" W BRACKET I (TYP) •� d. �' (5EE DETAIL) Ln r r N �.�,� TEXTUREq 0 + C 4:4 ae z 171 F71 Ell 171171 � FINISH �,, W.. Vd o 4" BANDING .e ,�y�• (TYP.) 6' 'sem ' •'«uei� • `�� T ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2" BANDING A 11 (TYP,) 177=- 1IN11 �� TEMP. Ll Ld 7�_ MAIN F.F. LINE TEMP. DRY6TACK © COPYRIGHT 2014, TAYLOR MORR16ON GRADE LINE GRADE LINE (A55UMED) 51DE LEDGE6TONE (A55UMED) LT. (TYP,) 0 G.G. G VERIFY VERLA56 INSERT IFYL NT FRONT ELEVATION DC DOOR, SCALE: I/4" = 14" M0 2200 • TI TLE • FRONT ELEVATION p,���DiNc DETAILS SANIFo � - P I b - ELEVATIONif ��C GARAGE RIGHT 1'-011 LANAI ROOF HATCHING INDICATES TYP. RECE55 IN TRUSSES FOR OVERHANG VENT REQUIREMENTS © TRAY CLG. BELOW (TYP.)- AT HIP G.C. VERIFY THAT 36.00 50. IN. (UND.) OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. I I VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S I yo aR I I 5PECIFICATION5 OF NET FREE AREA PER VENT. 0 i 6:12 _ I 6:12Lu I I �Fj o�Qc A�� TYP. OVERHANG I AT GABLE (UN.O:) OFF -RIDGE I VENT (TYP.) I RIDGE 0 I i I I I I I '6 I REFER TO COVER SHEET i 1 GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF I t I I I PITCHES 4:12 AND UNDER i Lu I i i 6:12. 6:12 ENTRY ROOF i �- I _- VENT REQUIREMENTS j --- I �Q I G.C. VERIFY THAT 12.80 50. IN. OF VENTILATION THROUGH UPPER i ti 2/3 OF ROOF 15 ACQUIRED. AA I r0 I I L Nl I VERIFY QUANTITY OF ROOF VENTS 3C3 i ,l,lFr 1 REQUIRED, PER MANUFACTURER'5 SPECIFICATIONS OF NET FREE AREA I I PER VENT. i 6:12 6:12 ------------ ------ -------1— ---- ---- — SCALE: 1/8" - I'-0" BB 3C3 UPPER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 356.96 5Q, IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE ROOF 1 VENT REQUIREMENTS 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING G.C. VERIFY THAT 4.96 CQ, IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, THICKNE65 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b2. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UR-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE %12.3 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 REQUIREMENTS FOR ROOF ro 12 PITCHES 4:12 AND UNDER 12 Q6 * * * * 6� SHINGLE Q6 ROL OF ROOF 7 PLT. HT. f PLT. HT. STUCCO zSTUCCO a N STUCCO "O FINISH (TYP.) � F.G. FIN15N FG. * FINISH � �3 0- � 12 SECOND F.F. LINE _ SECOND FF. LINE 2 SECOND FF. LINE T.O.M. T.O.M. T.O.M. m MAIN FF, LINE 0 TEXTURED /TEXTURED _ FIN15H 2'-0"FIN15N7co m (TYR) r RETURN _ _ AT SIDES - MAIN FF. LINE GRADE LINE (ASSUMED) LEFT t:LLVA I 1 25002.013. CAD FILE NAME x �. w ISSUED 12-17-14 ko C rO 12-29-14 z J h Qj 0 N� C o cm C .> =.j M u 6 ;; LL • a w o ca =ro' y_N u, 0 O c' and G.C. VERIFY THAT 4.96 CQ, IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, THICKNE65 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b2. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UR-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE %12.3 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 REQUIREMENTS FOR ROOF ro 12 PITCHES 4:12 AND UNDER 12 Q6 * * * * 6� SHINGLE Q6 ROL OF ROOF 7 PLT. HT. f PLT. HT. STUCCO zSTUCCO a N STUCCO "O FINISH (TYP.) � F.G. FIN15N FG. * FINISH � �3 0- � 12 SECOND F.F. LINE _ SECOND FF. LINE 2 SECOND FF. LINE T.O.M. T.O.M. T.O.M. m MAIN FF, LINE 0 TEXTURED /TEXTURED _ FIN15H 2'-0"FIN15N7co m (TYR) r RETURN _ _ AT SIDES - MAIN FF. LINE GRADE LINE (ASSUMED) LEFT t:LLVA I 1 JOB NUMBER 25002.013. CAD FILE NAME x �. w ISSUED 12-17-14 ko C rO 12-29-14 J h Qj 0 N� C cm C .> =.j M 6 ;; LL • 00 J•a0 o ca =ro' y_N r 0_N a+ ) .0 m �. fA h 0 O and JOB NUMBER 25002.013. CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 150 STATE STREET EAST 12 12 `SHINGLE 6� �6 ROOF 7 OLDSMAR,I7.ORmA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. 1994 �- lk SHINGLE �,.e.....,,eee�'!� PLT. HT. ROOF PLT. HT. � e's 4L Q ,rte tai C� = ..i ■ un O :0 N of Se SECOND FF. LINESHINGLE _ SECOND F.F. LINE �Q�t� `t a _ T.O.M.ROOF-- T.O.M. /11. ►j11re�� "� � r ti \ y m'\7 cA co MAIN FF. LINE TEMP. MAIN FF, LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: I/8 - 1'-011 12 SHINGLE 12 Q6 ROOF 6C' LSNINGLE 6 12 SHINGLE Q6 ROOF ROOF PLT, HL PLT. HT. STUCCOLSTUCCO - LSTUCCO co FIN15H 8° FIN15H TEMP. TEMP. FIN15H a' (TYP.) 055. SECOND FF. LINE _ SECOND FF. LINE >m b- M 2 0„ (TYP) /TEXTURED TEXTURED. � RETURN FIN15H pro• FIN15N AT 51DE6 ; �l MAIN FF. LINE - - _ _ _ _ _ MAIN FF. LINE GRADE LINE 0 (A65UMED) 2200 RIGHT ELEVATION. SCALE: 1/8" = 14" 0TITLE • gU1l D�ti� SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS o�RT1 \�• • # 5 6 SHEET • ELEVATION C GARAGE RIGHT • 1 N.T.S. 3 'T'AB 25 YR SHINGLE ON 151 FELT OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES • 24" O.C. 12 HURRICANE STRAP PER PITCH A. _ ROOF FRAMING PLAN PER ELEV. //_ 50# FELT OVER METAL, FLASHING ROOF TRUSSES AT 24" O.C. (TYPICAL) TRAY CLG. CLOSET VFA,TE 11 BEAM -- FLOOR SYSTEM - ► LE. -, mm. I L -01 SECTION BB. SCALE: 1/8" - I'-011 5"x5" METAL FLASHING ,BRG. HGT. - - — aHINI.+LL NUUI Ft,K "'- 18"x18' METAL CONTRACT W/TAR BETWEEN FLASHING AND SHINGLES ALUM. DRIP EDGE FLASHING ` SHINGLE PER - --2x8. FASCIA x ca CONTRACT VENTED ALUM. SOFFIT C U Loo � SHEATH & EXT. FINISH w WINDOW FLASHING AS REG'D � ix4 WINDOW TRIM C4 N4 DBL. HEADER _I .O (D r TYPICAL WINDOW & SLIDING GLASS i. DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER FOLp UP WEATHER MECHANICALLY FASTEN RESISTIVE: RESISTIVE BARRIER & TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING �_T� ' � AS NECESSARY IN BARRIER TEMPORARILY SECURE '•';�,,� CORNERS THROUGH I. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS he FLASHING v4 ?am, Q7}y�� FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER TEMPORARILY SECURE WEATHER `-- EXTERIOR ALLOW FOR FLASHING INSTALLATION RFS/S RESISTIVE SHEATHING BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE SILL PLATE 2 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND 06C 0 ZrLd SEAL WITH WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED 1 11�P WEATHER RESISTIVE WINDOWBARRIER 2 a �E5V5�' FLASKING �Pz ILL PLATE R ''AFP-IN1�j 711 (SEE DETAIL B (� FOR OPTIONS) DO NOT FLASH— (D OVER BOTTOM NAILING FLANGEP� ,1M! g" 5"x5" METAL FLASHING HEAD (LASHING TIE-IN INSTRUCTIONS! " e' CORNER PATCH FITAR BETWEEN ANR GE NOTES; RUN KICKOUT FLASHING 6" � j,,SHINGL 1. CUT, FOLD UP & TEMPORARK.Y ® PAST EDGE OF ROOF' SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF --ADHESIVE TYPE (MIN. ROOFEPLAN BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING FLASHING � >_ INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING Al A WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER NOTES' 3. INSTALL. FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE WITH 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN: 6" WIDE ( ) FLASHING AND SEAL TAPE BARRIER 70 FORM WATER SHEDDING LAPS 'j' TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN MEW TYPICAL WINDOW FLA H I N G DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. 2010 FBRC TECTION 703.-� EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES OPTION -n SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED 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 LAYER I...APPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS IIIIIIIiIiMII SILL PLATE OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 mm). SEE NOTE # 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 WALL SHEATHING CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 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 PLATE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -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 TF -IE BUILDING OFFICIAL. 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2. AT TIME INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 11CAL FLASHINGTAIL AT SILL 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. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GU 1 f.ERS. * * * * * (VERIFY W/ TRU55 MANUR) REFER TO COVER SHEET GENERAL NOTES FOR I� ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF -�- ROOF TRUSSES a6 PITCHES 4:12 AND UNDER AT 24" O.C.-•- * * * * * (TYPICAL) Im (2) 2x6 LEDGER NAILED TO ❑ ❑ STUDS W/ (3) I(Dd NAILS AT CL �8 � TOP AND BOTTOM CHORD OF TRUSS 3 to �6 FLOOR SYSTEM CONC. LINTEL I/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING THICK TYP OPEN TO CONC. KITCHEN LINTEL DINING LIVI ROOM ROO I I - xq SECTION AA SCALE: 1/8" 14 25002.013 • CAD FILE NAME Z ISSUED 12-17-14 • •I x ca 11 o C U Loo � w w � C4 N4 _I .O (D r JULL i. IS 5 m LL • 5 Lu 00 �_T� ' � THICK TYP OPEN TO CONC. KITCHEN LINTEL DINING LIVI ROOM ROO I I - xq SECTION AA SCALE: 1/8" 14 • JOB NUMBER 25002.013 • CAD FILE NAME LOT 41 ISSUED 12-17-14 • •I x ca 11 C U Loo � 0 C4 N4 _I .O (D r i. JM m LL • 00 �_T� ' � 8 c .0 iL 1°'. =0 6� tC� 06C 0 ZrLd • JOB NUMBER 25002.013 • CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 \\111111BiJ/�� r goo.•••••o••V �I ol ,, • ••� :roc A0 AA, Lrc ll • Z :i tl • N �0: " tc 000009 .CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" SHEATHING PER PLAN F--1 3a 15 FELT DRAINAGE PLANE 5 1/8" 'STUCCO THICKNESS ` 4 PAPERBACK LATH MEMBRANE I OV I f STRPC COVERING WOOD ' FRAME/MA5ONRY INTE5ECTION UNDER EXPAN81ON JOINT TO EXTEND 2" BELOW CMU o2 METAL OR PLASTIC EXPAN51ON JOINT III J FROM TOP OF CMU 5 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU 2200 • • WEEP SCREED DETAIL TITLE • PER M.G.D. ENGINEERING SCALE: 3" = 1'-0BUILDING SECTIONS aW �DiNc FLASHING DETAIL DETAILS • SHFFT • ELEVATION C GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OI YMM, FWRMA 3*77 813. 92.5.1300 TEL 813.925.1800 FAX VWVW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 �r \\111111BiJ/�� r goo.•••••o••V �I ol ,, • ••� :roc A0 AA, Lrc ll • Z :i tl • N �0: " tc 000009 .CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" SHEATHING PER PLAN F--1 3a 15 FELT DRAINAGE PLANE 5 1/8" 'STUCCO THICKNESS ` 4 PAPERBACK LATH MEMBRANE I OV I f STRPC COVERING WOOD ' FRAME/MA5ONRY INTE5ECTION UNDER EXPAN81ON JOINT TO EXTEND 2" BELOW CMU o2 METAL OR PLASTIC EXPAN51ON JOINT III J FROM TOP OF CMU 5 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU 2200 • • WEEP SCREED DETAIL TITLE • PER M.G.D. ENGINEERING SCALE: 3" = 1'-0BUILDING SECTIONS aW �DiNc FLASHING DETAIL DETAILS • SHFFT • ELEVATION C GARAGE RIGHT I r -----i A/C j i W.P. - - - - - - - - - V ( I LANAI FAMILY ROOM -\—l�`'— al 'RozW-IN DUPLEX OUTLET ABOVE COUNTER I \ FOR OPT. ROUrsH-IN EAN/LIGWT FOR OFT. I 5.P. WEATHERPROOF DUPLEX OUTLET I \� 4/0 ALU. CABLE K �G.F.i. GROUND FAULT INTERRUPTER DUPLEX OUTLET I W.P. FAN/LIGHT A/C COMBO -SQUARE D j� HALF -SWITCHED DUPLEX OUTLET I G.F.I. MAIN DISCONNECT METER DISC. I-® SPECIAL PURP06E OUTLET - REFER TO FLOOR TYP. 14 AND 12 COPPER TO 4aDUPLEX OUTLET IN FLOOR ,� (�) PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS 220 VOLT OUTLET -� AMPS. REQUIRED PANEL WALL SWITCH X10 COPPER TO WATER HEATER 13 THREE-WAY SWITCH UNDERGROUND 15 COPPER TO RANGE 14 FOUR-WAY SWITCH DINING / I 1 SERVICE BY 04 COPPER TO 5/8" GROUND ROD ID DIMMER SWITCH POWER COMPANY ALSO SERVICE To BE BONDED + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE — — — TO FOOTING STEEL WALL MOUNTED INCANDESCENT LIGHT FIXTURE PENDANT ;Q. RECESSED INCANDESCENT LIGHT FIXTURE IN CLG.) I I I GF.I. G/F I O G.F.I. 1 A. C. LIGHT FIXTURE WITH PULL CHAIN / TRACK LIGHT ELECTRICAL RISER DIAGRAM FLUORESCENT LIGHT FIXTURE — — — — - —MICROWAVE 220 V. NOTE: g EXHAUST FAN _ _ — — _ _ KITCHEN OUTLET +14" ELECTRICAL MATERIALS AND INSTALLATIONS SHALL Q, EXHAUST FAN/LIGHT COMBINATION \ \ COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ®p ELECTRIC DOOR OPERATOR (OPTIONAL) \ / �, ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 1O✓ cH 1QCHIMES (OPTIONAL) I \ \ `, PUSHBUTTON SWITCH (OPTIONAL) © CAR50N MONOXIDE DETECTORa \ I I _Y4 GF.I. so SMOKE DETECTOR \ I + so SMOKE / CARBON MONO. COMBO DETECTOR Q TELEPHONE (OPTIONAL) I cM sD v TELEV15ION (OPTIONAL) \ O� ❑ \ t u r I I I c THERM05TAT LIVING I IT 4 Cp ELECTRIC METER UP To CH I —T N10T PWDR.I I ELECTRIC PANEL FAN 1 F.L D15CONNECT SWITCH SPEAKER (OPTIONAL) LIGHTS I MAKEE.UP c �,> \ LIGHTS �I ROUGH -IN FOR OPT. CEILING FAN I L _ GF.1. <\ CEILING MOUNTED NCN INCANDESCENT LIGHT FIXTURE W/ PENDANT I I I I G ROUGH -IN FOR OPCEILING (VERIFY \ LOCATION) UTIL. 1220 V. NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED GF.L ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. At 48" 2. UNLE65 OTHERWISE INDICATED, INSTALL 5WITCHE5 AND RECEPTACLES AT THE `r PUSH5UTTON FOR FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: GD. OPENER SWITCHES.... 42 OUTLETS ..... 14° TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" ,. 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER I GARAGE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 1 WF'. \ 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, — - — — — — — CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 W.P. GF.I. 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY15 ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. I CLG. OUTLET 150. — I D 6 P . IT 15 THE RE5PON51BILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL FOR GA. OPENER A ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 PANNEE L METER F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARD6, CODES, AND ORDINANCES. G.C. VERIFY LOCATION I - -` — -" -" — — -- -- -` — — — — — — — — — — — JI FOR CEILING FANS I I 1. EVERY BUILDING HAVING A F055IL-FUEL-BURNING HEATER OR APPLIANCE, PRE -WIRE 1 1 GF.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON * * * * I ( ARRIG. MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. AT 48" 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. COACH COACH LIGHT ---`` LIGHT �AP�II=Ck�'i� MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • • F5002.013 ME x ro w DAVIS BEWS DESIGN GROUP 12-17-14 to L± o O 12-29-14 0 J 0) N' 2 cq `.>_JM `L. a�I-. 00 �` h J'o h 0ir nntt0 W 3�E �o*m too6.0' 4 Z��a �AP�II=Ck�'i� MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • • F5002.013 ME LOT 41 DAVIS BEWS DESIGN GROUP 12-17-14 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • E:>E Vr R 12-29-14 03--11-15 �AP�II=Ck�'i� MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • E:>E Vr R EST. 1994 �� �AP�II=Ck�'i� MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • LECTfRICAL <E'- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER *W.r. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT r FLUORESCENT LIGHT FIXTURE g EXHAUST FAN ;O. EXHAUST FANLIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) D PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR I -Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER JIM ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT, CEILING FAN v J c/ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL 5WITC44E5 AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42° OUTLETS..... 14" TELEPHONE... 14" (UNLESS ABV COUNTERTOP) TELEVISIOR ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2008 406.1.E 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GPL.I. PROTECTED (GRI) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.1OA-05, NE.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR30N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. f � MASTER SUITE, I / RDUGH-IN � FOR OPT. FAN/LIGHT I ------------- IIF CLEAR PKT. LIGHTS P GF.I. W.P. I� 0. L— �� / Lio -------------- 3 CM SD M. BATH ;0' I DISC. I ROUGH -IN ( T ' FOR OPT. D SWI FAN/LIGHT ! DOWN TO SWITCH DOUN TO I SWITCH BEDROOM 2 ; ATH 2 FOR OPT. FAN/LIGHT ! �` \ </ \% GF.I. HORIX MAKE-UP �- LIGHTS I sD ----------I------- CM SD SD . � /> ROUGN-IN / FOR OPT. * * * * </ J FAN/LIGHT G.C. VERIFY LOCATION / < ROUGH -IN BEDROOM 4 FOR CEILING FANS FOR OPT. PRE -WIRE * * FANLIGHT BEDROOM 3 i FLL==EEE Il ----------- --� JOB NUMBER 25002.013 CAD FILE NAME • x m w 12-17-14 REVISED 12-29-14 U rO DESIGN GROUP 0 � OM MMR, FWRIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVVER.: EST. 1994�m 2 � m cc), >>JM `` Co LL 00 r� p 0%C0 =rod r o+'m � U) 0.- zp��ol JOB NUMBER 25002.013 CAD FILE NAME LOT 41 ISSUED 12-17-14 REVISED 12-29-14 DESIGN GROUP 190 STATE STREET EAST OM MMR, FWRIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVVER.: EST. 1994�m ",aul1..D, �� a # 5-7 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT . ll DAVIS BEWS DESIGN GROUP 190 STATE STREET EAST OM MMR, FWRIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVVER.: EST. 1994�m ",aul1..D, �� a # 5-7 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT GENERAL NOTES SHEET FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, BEARING CAPACITY 2000 PSF METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL DOWEL PLACEMENT PLAN AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. NOTES & CONNECTOR LEGEND 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE MINIMUM G50 ZINC COATING PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE BE IN CO WITH RULES AND LAWS ESOTABL BY (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. THE FLOY RIDA CDEPARTMENT OF AGRICULTURE AND SHED 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. GENERAL DETAILS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CAST IN PLACE CONCRETE OF PRESSURE TREATED WOOD. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES, MEMBER AND PLATE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD AT EACH END SHALL BE PROVIDED. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. THE LATEST EDITION OF ANSI TPI 1. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CENTER TO UPPER 1/3 OF THE SLAB. MANUFACTURER UNLESS NOTED ON PLANS BOLTS AND THREADED RODS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TRUSS DESIGN LOADS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOF TOP CHORD: LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PSF(SHINGLE TYPE ROOF COVER) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN DL = 20 PSF(TILE TYPE ROOF COVER) ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. DL = 14 PSF AT OVERBUILT MASONRY WALL CONSTRUCTION BOTTOM CHORD: DL =10 PSF DESIGN LIVE LOADS (MINIMUM): 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, A) FLOORS - 40 PSF CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) 2000 PSI (fm = 1900 PSI) C) DECKS - 40 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 D) STAIRS - 40 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". E) ROOFS- 20 PSF M AGGREGATE SPECIFICATIONS (IF PROVIDED).. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL UPDATES NUMBER DATE DESCRIPTION 1 5/12/2014 CREATED ELEV. A,B,C & A BONUS 2 01/05/2015 ADDED ELEV. C W/ TRUSSWAY TRUSSES PER LOT ITB -41 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMU F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO HANGERS. INSIDE FACE. 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM MANUFACTURER'S DRAWINGS AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS ON THE DRAWINGS. FIELD REPAIR NOTES 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 1. OMITTED REBAR COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DIAMETERS(EXCLUDING BEND). CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. STRAPS/CONNECTOR SUBSTITUTION 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE PROVIDED ALL. MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER 3. STAIR CONSTRUCTION CONCRETE CONSOLIDATION. 2X1 2'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY WIND SPEED (ULTIMATE) 139 mph BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR WOOD CONSTRUCTION ADDITIONAL INFORMATION.) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 4. METAL STUD SUBSTITUTION SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NO BEARING 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. WALLS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER DRILL & REGARDLESS OF SPECIES. FIELD ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 3. -CUT WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 6. MORTAR JOINTS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM REQUIRED) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY "EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE TO BE EPDXIED INTO TIE BEAM OR FOOTING -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM SIMPSON HSS2 STUD SHOES, TYP U.N.O. (+) 18.0 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE AND VERTICAL CELLS PER PLAN. CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM 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 AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF NOT. RECORD FOR APPLICABLE REPAIRS. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR STRUCTURAL STEEL MASONRY IS TO BE PRESSURE TREATED. WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. 9. UNTREATED MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E WOODEN TOP PLATES. OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.10. 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE ENGINEERED LUMBER SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED VALUES AS FOLLOWS: ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM COLUMNS BEAMS F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD E = 1,800,000 Wine U.N.O. E = 2,000,000 Win' U.N.O. WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE WITH THE LOWER EFFECTIVE AREAS. PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND Fb = 2500 Fb = 3000 APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). Ft = 1500 Ft = 1700 FILLET WELDS SHALL BE %6" UNO. Fc 11= 3000 Fc 11= 3000 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, Fc j = 900 Fc j = 900 CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. Fv = 285 Fv = 285 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. CONDITION U.N.O. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND CEILING CONSTRUCTION 1. USE 1/2�CEILING OR SAG R SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SPECIFICATIONS (IF PROVIDED).. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W'/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 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 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 (PSF) WIND (+) 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 (+) 18.0 (+) 18.0 100 (- 19.8 - 22.0 GARAGE DOORS V-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 al 5 5 �✓' L 11-1 Pa 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 (12.7MM) GYPSUM BOARD. 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. , ti W W Z 0 W Uj Z W O o O b w z U w C) U) J W (Y m � a 0 W 0 w LL 0 0 N W LU H 11f O O ``�11111111/1///�e04 �� b 10 -. ._ pLJL �W o s MI s c Z Z 2 N cc: igc 1 < W vd. 0 a„a J LL U) W CL 0 o Z W co C6 � 0 a W . .,. O Lij 4 z ;,o CU O��} W m W CCU VJ♦ ) � W W 0 Z fr1 z%g.r O O W Z ZfnOkjM� 8 O 06 �zy � � 6 0 Z Vo O _j <8 h U) c °� g O ad��E WIN LUZW U z�� Q J D O O o h- � w F_Q LU z = 0 W O a- 2 2 O Z O 0 O Z W 11 � r 0 H Z U) 0W Ce J O W W 0 W � CO 0 Z m W I- 0 z 0J C0 U)W TWO Uj Q la-�:F- 0 � U f1 (n STRUCTURAL ENG: BED / BAD DRAFTING H Z STRUCT: RLB W - - 9 QC CHECK. CC W JOB No. TM - 2142533 OVILD�� CD c' = SCALE: AS INDICATED ,yS�:9Op0 ~ DATE: 12/18/2014 R rN1` 1-764 S1 � I N TEST oe verified at Stab Inspection -- - -- ------ FOUNDATION NOTES: UJI U-) T- 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE i- LAPPED MIN. 6" AND SEALED. < 2. PROVIDE 3-1/2" CONC, SLAB W1 6x6xW1.4xW1.4 WELDED WIRE MESH 0 ce) 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. 1-- LAP SPLICES SHALL BE NO LESS THAN 25". z W a z 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Fn W RECESSING DOOR SILLS. LU Z W 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. W 1 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE OU Lu SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CD > CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE z III THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR F5 U) W j USE ALTERNATE APPROVED METHOD. W W Z) C) W 00 CL 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY < 0 COMMUNITY & COUNTY CODES. 0 LU R U) 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 > SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Uj AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION U- Of INSTRUCTIONS. . ....... o I 04 9. NO WOOD STAKES PERMITTED IN FOUNDATION. LU W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 3: DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED /Z 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS .4 % AND LAP SPLICE. SEE DTL MF09 AND M171 0 ON SDI FOR STANDARD -n w. FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE Z 04 Uj cc z%2 w qz- — z z 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 0 < PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION • 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF OCA CONDITIONS IN THE < PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL A%N%N 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. E - 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). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS -j BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 U PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 0 44 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 0 z STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND < FOOTING SIZES PENDING DEPTH OF STEMWALL. C6J C) W W 6 z FOOTING SCHEDULE < .2 O 12"x12"x12" dpw/#5's @6" O.C. EA. WAYLL 0 U z O � O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY 0 z > 0 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY 0- ry Uj < 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY 2.56> 32"x32"x12" dp wl #5's @ 6" O.C. EA. WAY z Z O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY U)z n Fn ur,8* LL 0 W0 3.5 42"x42"x12" dp wl #5's @ 6" O.C. EA. WAY z0 Z Cl) r- 06 z IV) 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY U O Z OF 0 �= 0 wgwaps W <991z$0 < e54"x54"x`16" dp w/#5's @ 6" O.C. EA. WAY < z :) 0 Z ?: C3 > C) 0 0Ulm O 60"x60"xI6" dp w/#5's @ 6" O.C. EA. WAY z IL 3t W 0 Uj z -711Z LL. _j 0 0 F- 0 0 UL Z Ch SYMBOLS LEGEND W U) 0 N INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). (D Z • 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. < TO TIE BEAM. 0 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z W 11 • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.C. (6" MIN. EMBED) U.N.O. z Z 0 U) 0 -j W 0 La 0 Uj 0 0 0 z z (D IM U) 0 z W Uj 5. F-�� UJI0 0 CC 1-- U) STRUCTURAL ENG: BED BAD -bRA:FffNa Z W -STRUCT: RLB R T, QC CHECK: cc 5 w JOB No. TM - 2142533 7 6 SCALE: AS INDICATED DATE: 12/18/2014 FOUINDATION PLAN 1/4"=11-011 S2 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. I _ _ i SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM( 6'-8" O.C. MAX U.N.O.). � • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG, TO TIE BEAM. J m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z w 0 • 1/2" J-BOLTS 6 FROM EACH END OF WALL AND Uj Z 32" O.C. (6" MIN. EMBED) U.N.O. LU _Q O11-011 11-011 011 210 I I o (n 14'-0" 3'-10" I 5'-4" I 3'-10" j W M O L — — J QQ O ■ILL O _ N v w w f- LL co Uj 10 LO 04 O C � M r' esl�� -Z Z AN 5:7- j6 C\1 lie e%■ �� �•ie co ` �� J O • �' • 00J 10" W ■ G ° V aM N CV + �- ❑0 0 C� d U o ■ (P0 ILL . M ZO ° a. m M I IIII00 N U ■ I I I I I ■ � I H Z ED ,— —I ■ N va ■01111111 t - o o 1 J -1-1-_ �l N °Z co r o 1= ■ I: IJ w _I N_ W o4 ■ O I v �L4 �r ZJ Q z � M a o 0 ■ 1"10 ■ ■ cc �- =t LU 1'-6" 5'-2"Z W cr, p u� V-4" a' Uj in ■ O d ■■ z ■ ■ a ZD 0 6'-0" o Z co 1'-4•, 8"zo LU 11 ■ h r" I¢- Z ■ U) 0—� COED V o W p 1 Q0 ?5LU 2 OC ■ ■ z OC ZL C14 m LU 0 0LU LU ..� LLJ U � U) STRUCTURAL ENG: BED / BAD �V�LDIN� Q DRAFTING. H zSTRUCT RLB A N O: D w =- .__ _--------- - QC CHECK. Cc fn--------- ................. W JOB No. TM -2142533 - 7 6 = SCALE: AS INDICATED ~ DATE: 12/18/2014 -- DOWEL LAYOUT PLAN- 1/4"=11-0113 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. INOTE: SEE i.._ J Q H Z W LU LU Z W O 0 CL r---7 0 WS10 I o U) 04 04 04 04 04 C14 04_' W L m T._ o ■ • o J LL O O - N W W GE01 SD3 1D02 WS11 SD4 SD5j OU - F01 0 `1,w►IIS11//// LLi �•m•mmmmmm• '/f Lig 0: Nr �, r� •m ■ •• mti/ �r Cl W 0 W w.LL GV Z Z •F01 F12 LD04 M .. v. ice'' mm••®• VJm®`� r J SD6 ® / ,.:+r •• + �` _ -J _j S4 �^^ ®///109ti'll W WS 11 _ F12 SD5 -i \F� 2 m \ / 0 f —E0 L --o -I z ' Q N M ' F12 * r Q o ■ F13 ABU66 @ BASE Q M LTT20B @ BASE ■ _ p LL , Z ■ A BW1 U) , O ICoP Ld Q WF02 F04IL ( ( I WF02 SD6 I I I ■ SD6 z F105 /I N EL I I U)J ■ Fos A I I I I r —I --, ■ o Cl)F06 0 O C) 0 F03 Z Z 06 A I I O ■ No F03I I I Z ffi J C05 _ J M D03�— ■ SD2 _ LL z YSD6 Bw1 — �wZ w OZ� ■ ■ o 0 0 ■ ■ o J I.- LL Fill z _<W GE01 LD02 p = SD3 T ■ —� O n. ■ �■Fill z 0 Q ch er v PRE -ENG. TRUSSES PER PLAN O WS11 RECESS FLOOR TRUSS 8" FOR Z FLOOR SHEATHING wr F111 11 SD5 BEARING ON TOP OF BEAM PER PLAN WS11 11'-0" TOP Q d' SD5 /^�. ____ _.._. .._... OF TRUSS Q � `` O �\ OC Uj SD6 1 �\ /� O LL W FB03 = _ --- 9'-4" BTM. w 2 OF TRUSS Z 2 Z � 1 S15 G_E01 PRE -ENG. TRUSSES m CO3SD3 BEYOND 8'-8" BTM. w 0 Z SD6 • OF BEAM ..�� BEAM PER PLAN U) w }.W O SD5 S10 WX 0 0 0 0 0 0 F— `S' Soot , BEARING DETAIL SD4 3/4" = 1'-0 ff U STRUCTURAL ENG: BED / BAD Q DRAFTING: --- F- Z STRUCT: RLB LU SANFORD .,,. 0 QC CHECK: CC JOB No. TM - 2142533 SCALE AS INDICATED Z — - ~ DATE: 12/18/2014 FIRST F FRAMING P PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 S4 _ 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. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/z" 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) K� OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2'" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 1/2 THREADED ROD @ 48" O.C. 1160 plf MID -SPAN BW2 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) a- 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS OR WOLMANIZED. 16d NAILS H5.5x11.25 BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. OR ENDNAILS OR ENDNAILS (2)HTS20 w/(24)10d x 12" NAILS SEE PLAN FOR WALL WIDTH OPENING SIZE BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 2 2 STANDARD HEADER NOTES 1/2" THREADED ROD @ 48" O.C. 1160 pif Mrd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 s INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND MORE INFO 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x23' TAPCONS GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8, %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE, NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED, SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) p� (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) NAILING NOTES (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) K� PLATE16d 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) R a 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) a- FRAME TO FRAME 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 H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & -5'EPDXY ANCHOR WMIN. 6" EMBEDMENT 8xI8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ 16d NAILS 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. HEADER SUPPORT # JACKS/KINGS REWD. @ 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 CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND MORE INFO COLUMN SCHEDULE A� (2)2X4 SYP #2 BUILT UP STUD COLUMN B a (3)2X4 SYP#2 BUILT UP STUD COLUMN C� (4)2X4 SYP#2 BUILT UP STUD COLUMN p� (2)2X6 SYP#2 BUILT UP STUD COLUMN E (3)2X6 SYP#2 BUILT UP STUD COLUMN F� (2)2X8 SYP#2 BUILT UP STUD COLUMN NAILING NOTES (3)2X8 SYP#2 BUILT UP STUD COLUMN H� 4x4 SYP#2 POST J� 6x6 SYP#2 POST K� 8x8 SYP#2 POST L� 3-1/2"x3-1/2" LVL COLUMN. M� 3-1/2"x5-1/4" LVL COLUMN. C N� 3-1/2"x7" LVL COLUMN. P� 3-1/2"x9-1/2" LVL COLUMN. Q� 5-1/4"x5-1/4" LVL COLUMN. R a 5-1/4"x7" LVL COLUMN. c S , 7"x7" LVL COLUMN. a- NAILS & (18)1'x23' TAPCONS a- FRAME TO FRAME a - 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 4x4: ABU44 w/(12)16d NAILS & !'EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & -5'EPDXY ANCHOR WMIN. 6" EMBEDMENT 8xI8: ABU88 w/(18)16d NAILS & (2)$" 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 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP 1n META16 w/(7) 10dx1� NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" 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)1'x23' TAPCONS H10A w/(18)10d x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 `44 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 F (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & MGT 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)4"x23' TAPCONS a HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/a" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x22" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4)1'x 21" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928p1f 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & e" EPDXY ANCHORw/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/$' EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 1J-" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEA 9100 4095 23 _ - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32.vc. 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 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & ' (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)1'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 B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x23' TAPCONS ON MASONRY: SIMP, META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (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: W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 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 Q AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ t -- SINGLE TOP AND P.T. BASTE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS W BOTTOM CHORD CD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALLBOARD WILL BE LU Z CONTINUOUS FROM FLOOR TO CEILING; w 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O D_ ADDITIONAL LOADS: U A) ALL CEILING HUNG SOFFITS AND SOFFITS Z C) WITH CABINETS AS SHOWN ON PLANS. p (n B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. = W❑ 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. p 8. IT IS REQUIRED TO BRACE AND BLOCK PER BCSI 1 CURRENT EDITION. IN O ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. U_ 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY N TRUSSES = W 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE U_ THE GARAGE. O 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 1111111i11��� LU PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ,� L �I�� a OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ��� eeee•e•eV%��ir` 04 X IT CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP^ h fir ••e�I/ f w DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW ;,,, e•W `t V- 410% ' N Z' Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE � �.," ?,-� 000 <C PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS w ' LU �: fiD U S'`a • SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR �- ®}}t•• S :®� Q 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 �' > • e'• G�e44'� D-' CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS = e��/IJP/ •+•�.'' ���� "") -j LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD, I- / �j 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE fU1111111�� ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER ANDUj BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED C - AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. p 0 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 0O� THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Z ,,, C,y BUILDER NOTE C6 (dQ� . N IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH w a THE TRUSS MANUFACTURERS LAYOUT Q o ro 01 _ w ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO °`"`�� PLACEMENT OF ANY TRUSSES o NAILING SCHEDULE: o 0 ROOFS: a w ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION LJ.. PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL ' U UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. p O Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. < �"" (D GABLE ENDS: O U W 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 O 06 C EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING Q z (D JOINTS. U Z o Z z ffi EXTERIOR WALLS: w O W SEE WF10/SD4 FOR MORE INFO. _ IL V U) a NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06 W 0U uj P J ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING ORS SPIRAL SHANK, w Q �} HAND OR GUN DRIVEN NAIL'S. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z Uj Z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q J O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL O BE IN ACCORDANCE WITH ASTM A 153. U W O APA SHEATHING NOTE: z W 7 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 0 Z Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END uJ65 WITH (3) 10d TOENAILS. (n a C� FLOOR FRAMING NOTES Z s 0 GENERAL NOTES Z 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 d' LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR Z TRUSS DESIGN. Z 0 cn 0 J NAILING SCHEDULE o� O W W 0 FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 0 h 0 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). Z ,��"+ Z NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, - Ili HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO 0 HAND DRIVEN NAILS SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. w F- Z J � QLU= NOTES: o: o 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL = a MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE STRUCTURAL ENG: BED /BAD MANUFACTURER. -- 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND Q DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH F- DIMENSTIONS NOT SHOWN HERE. Z sTRucT: RLB w QC CHECK: - -cc - - JOB No. TM 2142533 SCALE:V_... __ _....._..__ AS INDICATED NOTES & CONNECTOR LEGEND ~ DATE: 12/18/2014- \L:nrNr 1/4"=11-011 FLOOR NOTES FOR S€',NFOR® ■ �� #1� SPAR 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. NOT STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) LU OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR LU Z S06 WS06 SHEATHING IS NOT CONTINUOUS) , Q STRAPS REQ. SD5 SD5 STRAPS REQ. D I- 'S%A F. F 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O Q. ?1; o 0 0 0 o Z (� o C/) J01 H3.5X5.5 J01 m Ll J02T J02T 0 U- 0 WSO4 R05T N SD5 LU W R06 w 4 C O C 4 W Z R07T O ��rorriira1�� a o �r R08T�` o 000000®®o�,�y>rj` Lt - 07 jW � WSO4 t • h ^t W <. � V �� � ,:. W N y � � .J J SD5 �`� o! eR p r� ooh r 4 (/� ,, oo ♦ � Q � LL W Q � a. O O V � Zep - f M N SO6 o SD5 w o xI a 0 : Q _ Or WSTRAPS EA. I U r SIDE OF WALL LL !►- GE01 O� SD3 cn c� -- p CD 01 fill In GE01 0 0 r w > SD3j LL y a NLj U S06 3 S06 SD5 x I SD5 o Z Z WSTRAPS EA. _-- WSTRAPS EA. Q Q 0 SIDE OF WALL VO4 SIDE OF WALLOw .-i W X R a a p 05 01- O V 06 C) z Z�� IV06 zi J _ z H2X6 H2X6 07 i O R20 w Q Q —� �. Z WS06 5 C 21 C 5 HO O O SD5WSO4 N R21 LSO4 ¢ W WSTRAPS EA. SD5 III = SD5 z = SIDE OF WALL w �.....• R21 Q R22 0 Z A A 0 Q R23 O R24 Z 04 LO -- — J03 W 1� R24 J02 Z R24 U) p OJ H2X6 J01 U) V Uj R24 — — 0 W � 1 H2X6 Q � O — — — — — M 04 - CC C R25 o �oy z Z m oU �� GE01 LU W Q' _ SD3 0 F- F- c~i �v\LD/NG ~ U STRUCTURAL ENG: BED / BAD � DRAFTING: Z STRUCT: RLB W QC CHECK: CC m W JOB No. m TM -2142533 = SCALE: AS INDICATED ~ DATE: 12/18/2014 ROOF FRAMING PLAN.E: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4„-_1 ,-0„S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 g AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D dam• 'd' . PRECAST "U" LINTEL W/ 30100 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL #5 TO BE HOOKED INTO SIDE VERTICALS 10" HOOK v. d d dl tl d ° d tl ROUGH OPENING PER PLAN ° d LL O g g Cn a �a. Itl z LU w ' dtl v' a SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE BEND 0 LENGTH LAP SPLICE „A„ --------------- aAl tl #3 " . NO -SHEAR WALL T OPENING LINTEL PER PLAN '' TYPI AL SHEAR WALL SEGMENT 91/2 J •, #5 g " w 7 113/4 25 #6 33/4 81/16 14 Q #7 43/8 °• 16 1/2 35 • d A 14. •.. •~ '.' FRAME INFILL AR06`i4� BY BUILDER—SEE FOUNDATION .4 :• WINDOW SEE WF01/SD2 FOR / \ . ".'.• J,.J.. . q.q MORE INFO d r' dl tl d ° d tl ROUGH OPENING PER PLAN ° d LL O g g Cn a �a. Itl z LU w ' dtl v' a — TYPICAL TRUSS ANCHOR PER PLAN — PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED — STANDARD 90 DEGREE HOOK " " " �- INTEL A 8x8 x16K.OL TYP. BOND BEAM BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE BEND 0 LENGTH LAP SPLICE „A„ --------------- , �a #3 " . NO -SHEAR WALL T OPENING LINTEL PER PLAN '' TYPI AL SHEAR WALL SEGMENT 91/2 J •, #5 g " w 7 113/4 25 #6 33/4 81/16 14 Q #7 43/8 °• 16 1/2 35 • d A — TYPICAL TRUSS ANCHOR PER PLAN — PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED — STANDARD 90 DEGREE HOOK " " " �- INTEL A 8x8 x16K.OL TYP. BOND BEAM BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE BEND 0 LENGTH LAP SPLICE „A„ --------------- , „D„ #3 " . NO -SHEAR WALL T OPENING LINTEL PER PLAN '' TYPI AL SHEAR WALL SEGMENT 91/2 J •, #5 g " w 7 113/4 25 #6 33/4 81/16 14 — TYPICAL TRUSS ANCHOR PER PLAN — PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED — STANDARD 90 DEGREE HOOK " " " �- INTEL A 8x8 x16K.OL TYP. BOND BEAM BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" I REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE BEND 0 LENGTH LAP SPLICE „A„ --------------- , „D„ #3 17/8 • 7 LINTEL PER PLAN '' #4 ••'• 5 5/8 91/2 J •, #5 g " w 7 113/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 • TRANSOM OPENING •.. •~ '.' FRAME INFILL AR06`i4� BY BUILDER—SEE FOUNDATION .4 :• WINDOW SEE WF01/SD2 FOR / \ . ".'.• J,.J.. PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ' MORE INFO r' =k ON EITHER SIDE U.N.O. tf M 2 2X8 WOOD HEADER TURNED SIDEWAYS. ATTACH THE FIRST PLY 2X8 TO MASONRY WALL :: • �'.' .�''- W/ SIMPSON HUS26 ' "' ' • DOOR OPENING • '• ANGER @ EA. END. 1-7 �•'' USING (6) 3/16" DIA. X 1 3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE IST PLY W/10d STAGGERED @ 6" O.C. DO LINTEL AT TRANSOM DETAIL SCALE: 3/4" = 1'-0" I REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE „A„ „B„ „C„ „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 m L #3=2Y2" #4=2Y2' #5=2Y2" #6=3" #7=3X2" 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) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. SEE FOUNDATION FOR FOOTING 13'-8„ X-211 O PRECAST LINTEL LOAD TABLE GENERAL` CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL STANDARD LINTELS Q MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16 -16/81716 -OB 8F24-1B/8F24-0B 8F32-1B/8F32-0B STANDARD LINTEL NOTES 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000/1000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. - 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. T-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4° BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. Q 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 8" BEARING EA. END Z 4'-8" 860 1651/1238 5365/2931 7342/3123 10000/4249 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER w 5'-2" 710 1423/1105 4360/1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS 0 5'-10" 570 1232/1101 3480/1631 8360/3707 8825/3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR w Z 6-10" 488 991/991 2661/1631 5681/3707 6472/3685 FOR APPROVAL. 0 7'-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD p 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O Q, 315 618/618 1533/1247 2781/2777 4754/2536 ADEQUATE FOR THE LOADS. (D 10'-8" 292 567/567 1366/1366 2423/2308 4006/3191 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING z V 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO p U) 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND LU 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 COORDINATE WITH EOR AS REQUIRED. p=p 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 14'-0" 0 424/424 1234/1234 1779/0 2662/0 SUPPLIER SPECIFICATIONS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND 14'-8" 0 379/0 1160/0 1660/0 2439/0 METHODS O 16'-8" 0 288/0 950/0 1379/0 1997/0 w 18'-8" 0 224/0 750/0 1177/0 1676/0 MATERIALS o 19'-4" 0 180/0 598/0 1114/0 1468/0 N 20'-8" 0 177/0 598/0 1024/0 1441/0W 1. fc PRECAST LINTELS = 3500 PSL W 21'-4" 0 164/0 550/0 981/0 1376/0 2. f PRESTRESSED LINTELS = 6000 psi. ~ 23'-4" 129/0 450/0 824/0 1147/0U_ 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. RECESSED LINTELS -FILLED (A MAX. CLR, OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE Z LH STRENGTH = 1900 PSI. 111111111//�� 3'-0" 1691/1360 5206/3280 ��� y /I a- 8060/5421 ti 3'-4" 1425/1130 5206/3280 8060/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �1 '/� //INe'. �["? Nrr 3'-6" 1320/1042 5206/3280 8060/54216.270 LOWRELAXATION. 7/32WIRE PERASTMA510.wV-8"1230/963 5206/3280 8060/4946 d®r� Q Z 4'-0" 1081 / 866 4567 / 2992 8060 / 2839 L I NTE L DESIGNATION SCHEDULE � �Z W U 5'-0" 846 / 598 3810/1716 8060/2649 C • J F = FILLED WITH GROUT / V 6'-0" 693/458 2738/1600 7747/7915 LINTEL Q,�" p T-0" 526/375 1568/15 68 5743/5743 MARK REQUIREMENTS U = UNFILLED R =RECESSED ,¢ �,, v�r Q! Q 8'-0" 415/273 1436/1516 5743 / 5743 QUANTITY OF #5 REBAR @ �, ••• ° •• r"J `� -� -.j 0 a 8RF6-1B/1T BOTTOM OF LINTEL CAVITY / «••e•••° ,t"`LL 9-101,415/273 1436 / 1516 3129 / 3129 O 8F16-1B/1T a 8F8-1 B/1 T �� �L01111111'' 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1 B/1T NOMINAL HEIGHT -r CL \ e Op NOMINAL WIDTH 2 0 8F16-1B/1T 0 TYPE DESIGNATION 0 44 8RF14-o6/1T Z #Oak 0 Na M Q Oy N O 8F16-0B/1T 1-1/2" CLEAR ai U Q � 8F20-1 B/1T < [ #5 REBAR AT TOP MIN. 1 REQ'D W � z _.._ O D_ O a¢ ,y o A 0 O 8F20-0B/1T v _ h"M a C.M.U. U O 8RF22-1B/1TLO 0 GROUT- O Ul r z #5 REBAR AT BOTTOM OF LINTEL Z� U O 8F24 -1B/11' • CAVITY D+� BOTTOM REINFORCING PROVIDED > 0 0 8RF22-OB/1T 7-5/8 ACTU L IN LINTEL (VARIES) p �I OM 8„ NOMINAL WIDTH m 81724-OB/1T �- FILLED N 8RF30-1B/1T 0 .8F32-1B/1T 1-1/2" CLEAR 0 8RF30-OB/1T < #5 REBAR AT TOP MIN. (1) REQ'D � LU 2 °. 4.d 0 Z O 8F32 -0B/1T v _j Q < Q C.M.U. U) T 8F38 -1B/1T 60 z -r5 7e, GROUT u- W -z z8F12-1B/1T •O 06 Q� 0 8F48 -OB/1T --�` BOTTOM REINFORCING PROVIDED U J Z I 8 7-5/8" ACTUAL IN LINTEL (VARIES) O J O 8F56-0B/1T 8„ NOMINAL WIDTH w X 8RF38 -1B/1T UNFILLED _ = Z a LIJ 0 O NOT USED LO 04 w f Q N F w _ 1_1/2" CLEAR Z W L Z ., z Q J O J ry 0 #5 REBAR AT TOP MIN. (1) REQ'D o z W w TOP KNOCK OUT/ LINTEL BLOCK O W � O 1j)w ? COURSE z W X ly '?m ¢ #5 REBAR AT BOTTOM MIN. (1) w w REQ'D p 16 GA. POWERS STEEL BOXED a 0 z 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH C� POWERS STEEL Q O C SAFE LOAD TABLE NOTES 0 z 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED _ w LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. z 0 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR � (j)V J 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W Y ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O W W 1 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 W 0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z Z CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 IM SUPPORT. w 1—' 0 z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 W O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, w '7 Q W _ C) E- �,V1W/yG STRUCTURAL ENG: BED / BAD SANFORD Q DRAFTING z STRUCT: RLB ra , w tmM�' QC CHECK: CC q c U JOB No. TM- 2142533 i A = SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK LINTEL PLAN I'_ DATE: 12/18/2014 -- D08 REBAR SPLICE DETAIL \ SCALE: 3/4" = V-0" E L V C 1/8"=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. I i I I I (1) #5 FROM FTG. TO TIE BEAM - (1) 95 F -RUM F 1(3. 1 U I It btAM HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL LLI CELL SOLID I I CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 8" CMU BLOCK I 8" CMU BLOCK I I MIN 4" WITH FOUNDATION 2\1/4" WALL SCHEDULE WALL SCHEDULE BELOW FOR ADDITIONAL w FOR ADDITIONAL3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ I I ¢ 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ INFORMATION INFORMATION 3-1/2" CONC. SLAB w/ I FIBERMESH REINF. OVER FIBERMESH REINF. OVER I FIBERMESH REINF. OVER w ? (1) #5's CONT. - -- FIBERMESH REINF. OVER FIBERMESH REINF. OVER cn 3-112" CONC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER I I z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER W FIBERMESH REINF. OVER r g z 2x PT SILL PLATE 2x PT SILL PLATE Q a - W g w > 6 MIL VAPOR BARRIER ° w as z 77� °'. ° e . ° a J d ° V. ° d. <• d • I I : • • °: .da .I'°' OD �"'' d° °° .I'e' co O (/� ° — ' a'. ° ° ° 4 "° ° °�• _ GRADE LI o d GRADE z cn w — o T 4 °' .. a —=h� I =I I =� _ A —I I I=I 11-1 1 I—Ujry I d I ° — ' a' 45 e ' co '— I — =1 I I O . �� — a a �' — _ — _ -- — — -III—� _ } ISI=� I W 1 I I ° I = z 4 _ — ° I — Q1= I I L =I �, �, * : ' 4 �. _ -- — d . . d � _ - F5 _ r w -I I 1=_=) _8 4 - - — °� ° 1= I o CoI — I —I I I IL °°a _°� ° I = ¢ �- I I —� — _ = 1= I �_ —^III III III—III I I I_I CLEAN — III=) I = _ _ CLEAN COMPACTED —I 1= — I I=I I III= I I= I COMPACTED z (� II= I. I I I o I I —I=1 I� I1= _ --I% —� 6" �— FILL @ 95 /o STANDARD CLEAN (2) #5 BARS CONT. W/ 3 COVER FILL @ 95% p U) COMPACTED —_—_— — — — 16" DENSITY (2) #5 BARS CONT. W/ 3' COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" STANDARD LLI (2) #5 BARS CONT. I \ III—I I hI I I FILL @ 95% STANDARD TYP. AT 2 STORY CONDITIONS FILL @ 95% III= I=1 I - , (2) #5 BARS CONT. - = = g" 8�� � W/ 3" COVER TYP. CLEAN COMPACTED DENSITY (3) #5 BARS REQUIRED AND DENSITY M W/ 3" COVER TYP. CLEAN COMPACTED (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q 10, 1'4" FILL95% STANDARD V-4" FILL 95% STANDARD 01 DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY REQUIRED AND FOOTING TO O WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG BE 20" WIDE LL SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS o N W Lu TZ I(MF01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING 14111703 NON—BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING 1AF06 INTERIOR BEARINGry 0 SCALE: 3/4' =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" , U) z0%%11l11 iiii1�i ui N ItP eepege�eee�AS af 11 3/4" RECESS @� :a'';,ID LL. Q.'. z z PER MFG.. SLIDING GLASS --• .J ; SPECS DOOR r . �` � . cc& cc M.toJ SLOPPED GROUT d % r Al 8.. CMU BLOCK '� ee �r* 4"J `.ate �( —�• TO DRAIN SEE PLAN A ° 4° ° • SLOPE �, •®•...� • , ♦♦� ,� J O FOR STEP OPTIONAL CURB MIN. 24" BEFORE °�' I.°.. ♦ J G.C. TO VERIFY ANOTHER STEP I 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE OPTIONAL L �r ° ` "e I .° a ° FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. ' ( ) REINF. SEE 3-112" CONC. SLAB w/ #5 CONT. REINF. 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLID " CURB FOR FIBERMESH REINF. OVER p I '�° c ° ` ` i i PLAN a ° SEE FOUNDATION ° REFER TO PLANS FOR J ,�,, MAS. @ ELEV. 6 MIL VAPOR BARRIER �J I FOR QUANTITY LOCATION a ' 0'-0" w/ (1) #5 01. w e . WA a ° I 41/2" CASING 0 0 BAR CONT. cn .. W o d ° IL I. o '� ..°.' .° .a ° .° �� 'e °.. d .�°°����� ° d414ALUMINUM THRESHOLDz _° °'e GRADE —� a ° :. I ° #5 x 25" x 25.. a °'4 - ....:. Q _ •' — = o ° ° . I" 3-1/2" CONC. SLAB —a- .. ° — -- —�00MUDDED — — —_ —�.� • � <°. � 2) #S CONT. W/ 3 —__ � � ��( �d: e� � �° .. CORNER BAR, ONE i �"—ih - _ — �.; _ _ °.: —COVER °a,° .4 I' F R EA. HORIZ NTAL w/ FIBERMESH SLOPE ) =1 d, °'. d �11 C6 r� o -III—I I_I I T� ; I I I—I I I- ° 0 0 _ FLOOR CLEAN - - v`�' - _ _ e J - ° . 4 .� -I I = - _ - -I w ci _ __ — —III=III=III= 1= I—III—� _ - I — ° ° ° ° ° a REBAR, TYP. U.N.O. REINF. AND 6 MIL a - -I _ ......., , SLOPED COMPACTED — — — � � � � a (2) #5 BENT BARS W/ I, „ ;_� = � � z _.. �. VAPOR BARRIER 3/4 RECESS I II I I—III o W w e �.r�.4 I MIN. 25" LAP SPLICE � � °��' ° . I -I I — =1 I_ w To DRAIN FILL@ 95/0 -I I EI I FEI I I=1 I I— I I I 1=1 11=1 1- W - •� �.- me': 4 .- - _ �,.�' °' . e . I _ _ _ ,� —1 I I—III—III III STANDARD I I III _ — _ ° ae ° .. (2) #5 BARS CONT. DENSITY 8" x 12" THICKENED —=I I (=III I I I= _ _ — = i (` ° ° SLR FE 1/T W/ 3" COVER TYP. 1'-4" CLEAN COMPACTED, ._ V-4„ III I I =III -I _I I I I I_I I I-1 I I —I I_ _ (2) #5 REBAR SLAB w/ (1) #5 CONT. =I I I`I I I=III III — — — = d e ,. ° a LL 95% STANDARD O?" —III_ (2) #5 CONT = I— 16 MIN. — I ^SPE 00 FI @ W/ 3 COVER. -� = --�� — VERIFY W/ DETAILS FOR REQUIRED ° d °" U —I I—III—III—III—III- STEEL AT 2 STORY LOCATIONS PER MFG. 4 .a 4 DENSITY z 8.. ° 9 O WHERE 2ND STORY OCCURS, FTG SPECSc!1 VERIFY W/ DETAILS FOR REQUIRED e SHALL BE 1'-4" WIDE w/(3) #5 BARS � °EXP JOINT STEEL AT 2 STORY LOCATIONS ■Iw1• a � m 140 FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" F` SCALE: 3/4" =1'-0" _ r n J SEE ELEVATION p Z LL Q � � OOD POST AF F_ 0 FILLED CELL FLOOR PLAN FOEI V I � � R SIZE z Q � � — — — — —iy 4 0 ® AND BASE CONNECTION I ' U Ur GARAGE TOP COURSE TO BE 0 Z J TOP VIEW CORNER — CHAIR BLOCKS. ENTIRE — J BASE TO BE FILLED _ O SOLID I I _ Z GARAGE WALL CMU BASE w/ (1) #5 I ® I 3:< O VERTICAL @ EACH z LU CORNER. SEE FLR. O DRIVEWAY BY I I ¢ z J Z Z 3-1/2 CONC. SLAB w/ PLAN FOR BASE FIBERMESH REINF. OVER BUILDER- SIZE w �~ � 6 MIL VAPOR BARRIER CONCRETE OR W O 4 PAVERS SEE FOUNDATION I I w V (— e e L^"' O M FOR PAD SIZE Q W '' I•a 1 °. °e CONC. SLAB OR Z. — —_ — U. PAVERS PER PLAIN65 -- — -II=11=1= —_ I I ==1- CL CLEAN COMPACTED I I I --III I III— III I— 8" x 8" THICKENED °8.. ' .e.4 FILL @ 95% STD. EDGE w/ (1) #5 d e a A ° a z DENSITY CONT. d ae; °. ° . a. ° Q a O *. a 4. O F 1THICKENED EDGE F 15 FRONT BASE NOT USED Z 3 � GARAGE DOOR SCALE: 3/4" =1'-0" COLUMN DETAIL SCALE: 3/4" =1'-0" z a U) p 0 �VLLI o W W 0 0 111— 8" CMU 8" C.M.U. FINISHw M Cl) FINISH PER PER ELEV. z � Z m 3-1/2" CONC. SLAB ELEV. TOP (2) #5 x 4'-0" PVC VE SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 w/ FIBERMESH SLEEVE (0 ��` Z FINISH FLOOR CENTERED AT PIPE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE 0 REINF. OVER 6 MIL FINISH FLOOR PENETRATION PENETRATION W ~ � � VAPOR BARRIER p V ...! T PENETRATING c� �' 0 PENETRATING PIPELU L °, .. 6 ..° ° d d a° 4 ° 4 Q d v . 4 4. ° 0 II— II— 4 GRADE PIPE LOOP TIE (TYP.) o °° •° - - - __' <'y_a a'.'. _ -_4 - p 0 — —1 T I_- ° —11 — 11Ed — —° _ —1 9_— I I TEDCOMPACI�—III=_I I 1I I I-=__— • I_I • I —I IIII=--I I II _ I I II=�_ I I�:I • d _=-_— dIII—_- =� I STRUCTUR_.A:_.L ENG: BED BAD CLEAN FILL d - Q DRAFTING: Z L, __ PVC SLEEVE MIN. -I_ _- I FOOTING FOOTING PER -I .I = I 1-1 1=1 - I ' _ _ -� �_) (�= III DIAMETER TO BE 2 -III—I I 1=III- PER PLAN LPLAN _I I = _SEE FDN PLAN = I III— I I— III -I I I) I 1-� I �_ W STRUCT: RLB PVC SLEEVE I - I - FOR SIZE I (I�I _) I SEE FDN. I I- p QC CHECK: CC PIPE SIZES LARGER I _III_ & REINF. I-1 I —I I PLAN FOR 1— �VILD/ti W THAN THE SIDE VIEW FRONT VIEW PENETRATING PIPE � � � ) � � SIZE &REINF. c W JOB No. TM - 2142533 SANlizo D 2 SCALE: AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND �, DATE: 12/18/2014 F14 TYPICAL FOUNDATION 15— PENETRATIONS SCALE: 3/4"=1'-0" S T 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. OF OPENING 12 PRE-ENGINEERED WOOD TRUSSES @ 24 O/C PER PLAN SHEATHING 2x6x12 P.T. A CENTER BUCK (TYP) SEE ELEV. STRUCTURAL SHEATHING UPLIFT CONNECTOR I— CLIP EACH TRUSS (SEE SCHEDULE) 0 DOUBLE 2x4 TOP PLATE PER PLAN G SEE ROOF PLAN CLIP EACH TRUSS -SEE FOR TYPE ROOF PLAN FOR TYPE I MIN 2x4 STUDS @ 16" O/C CLIP EACH TRUSS SEE ROOF PLAN FRAME OUT TO FRAME OUT TO ' IF REQ'D, PROVIDE CLOSURE WALL FOR TYPE BLOCK EDGE BLOCK EDGE A 3/8" DIA. ANCHOR w/ SINGLE TOP AND BASE PLATE w/ AS REQ'D � (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO Q 2 X 4 P.T. TOP BUCK 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE W INSTALLED PER NAILING PATTERN (2) 2x TOP PLATE EXTERIOR SHEATHING ATTACHED I I SEE PLAN FOR W z A PER NAILING SCHEDULE FROM ( (2) 2x #2 SYP 0 TOP OF KNEEWALL TO BOTTOM ( �) (2) 2x TOP PLATE I BEAM SIZE 2x6 P.T. BUCK EACH OTHERWISE SP2 CLIPS AT TOP I �� SEE PLAN FOR � BEAM SIZE 2x4 SPF #2 KNEE WALL AND SP1 CLIPS AT BASE ARE ITH STUDS @ 16" O.C. 0 �- SIDE OF OPENING REQUIRED. I 2x4 SPF #2 KNEE WALL (2) 2x PLATE w/ STRUCTURAL U LY 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. 2x PT BOTTOM SHEATHING FROM TOP Z U PROVIDE 5 3/8" DIA. J -BOLT W/ 5-1/2" WITH STUDS @ 16" O.C. e O 2x BLOCKING CRICKET AS � w/ STRUCTURAL PLATE I OF WALL TO BOTTOM OF 0 � EMBEDMENT AT EACH DOOR BRACKET, EACH w/ STRUCTURAL (2) 2x #2 SYP —� SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK REQUIRED SHEATHING ON BOTH WALL. ATTACHED PER W 2x P.T. PLATE SHEATHING ON BOTH SEE PLAN FOR SIDES FROM TOP OF � BEAM SIZE SIDES FROM TOP OF PRECAST NAILING SCHEDULE m � WASHER W/ EACH ANCHOR. (1St BOLT TO BE WALL TO BOTTOM OF LINTEL OR OTHERWISE SP2 CLIPS Q WALL TO BOTTOM OF � 8" MAX. ABV. CURB, REST EQUALLY SPACED 1/2" x i8" A.B. OR TITEN HD - -= BEAM. ATTACHED PER KNOCK OUT AT TOP AND SP1 CLIPS @ --- BEAM. ATTACHED PER BUILDER FRAME APPROXIMATELY 24" O.C.) 32" O.. & 6" FROM EACH END NAILING SCHEDULE RADIUS AS REQD NAILING SCHEDULE COURSE AT BASE ARE REQUIRED O.C.p I � TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS 1/2"x8" ANCHOR BOLT LL w/ (1):#5 CONT. AT TOP AND SP1 CLIPS MASONRY OR TITEN HD @ 32" O.C. MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED O BUILDER FRAME WALL & 6" FROM EACH END o RADIUS AS REQ'D N START BOLTS AFTER GARAGE CMU f., UPLIFT CONNECTOR CURB (8" MAX.) (SEE SCHEDULE) D02 GARAGE DOOR4F1 KNEEWALL ABOVE4FO KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY4FOIKNEEWALL AT ENTRY LL 0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" BUCK DETAIL MASONRY WALL SCALE: 314" =1'-0" SCALE: 3/4" =1'-0" O w (2) 2x TOP PLATE PROVIDE STANDARD HOOK a� a.,M ••y Y/ �� Z z (2) 2x PT BUCKS PRECAST LINTEL '' r�eeae•o . `� i W w/ 1/2" O.S.B. BE 0) #5 IN TIE BEAM ew r„y;ti., (,� d�'V�+ NOTES: — _ _ _. _ _ � ' , ; W„ �tv � I ._c ; THREADED ROD PER PLAN MIN. � NAIL SCAB TO TOP CHORD 14 TYPICAL TIE BEAM w/ 3000 O w 0 c..� WITH 4 0.131 x 3 1/4 NAILS e 6 FROM END OF CMU ° psi CONC. w/ 1 #5 REBAR CONT. 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM �_. p O TO 2010 FBC- R � r�eeo , � �.' �.. � J O 4 ADD 2x4 VERTICAL SCAB IN I �—� � e � ee� � � �j o � e e p 1 STD HOOK 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND ..e ° ea EACH TRUSS IF NO WEB IS /f� ' �.�i^�., REFER TO PLAN FOR I INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY PRESENT �I (1) #5 BAR IN PRECAST LINTEL ADDITIONAL WALL FRAMING 4 > W/ (1) ROW OF 3/16"X4" TAPCONS 6 FROM ENDS AND INFORMATION °4 IF DBL. NAILER IS USED, 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF ' w (3) 0.131" x 3 1/4" NAILS TYPICAL (2) #5's VERTICAL IN w USE 1/4" x 4-1/2 TAPCONS; BUCK AT EACH TRUSS w GROUT FILLED CELL J TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT BLOCKING AS SPECIFIED 2x4'X' BRACE ACROSS LENGTH II I z O 0 IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. NAILS OR EQUIVALENT, STRUCTURAL j (1) #5 VERTICAL IN U OF SHEARWALL � VERIFY w/ PLAN FOR REQ'D[71 CONNECTION OF WINDOW TO STRUCTURE BY II GROUT FILLED CELL (IF �- 0 0,� M LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN) w Q N NAILER TO MASONRY 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE (3) 0.131" x 3 1/4" TOE NAILS i i ENTIRE COLUMN TO M �"O ` a * T 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 ADDED TO EXISTING 2x BUCKED OPENING, USE 2x4 BLOCKING AILED TO II 13E SEE UPLANLED a Q z° (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. CMU WALL AS REQ'D PER PLAN TRUSSES TON C.) c ""• O' (4) EQ. SPACED 1/2" TITEN HD A � " ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID IL BLOCK. MAX. 6" FROM TOP AND BOTTOM 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 @ EACH SUCCESSIVE BUCK DOUBLE TOP PLATE WITH 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131 x3 1/4 @ NAILS 4 O.C. ' U U THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN TRUSS (AS NOTED) REQUIREMENTS (FASTENING) ARE MET CD DBL TOP PLATE ,> 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO NOTE: ALL HOOKS AND SPLICES TO BE p 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL' TO 2x PER WINDOW MANUFACTURER'S SPECS CONSTRUCTED AND SIZED PER NOTES O ►fir C� � O , Al A D01 VERTICAL REINFORCING a Q m w D03BEARING/SHEAR WALL T CMU MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. DETAIL SCALE: 3/4" -o" PT BASE PLATE WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-°" SHEARWALL TO TRUSS SCALE: 3/4"=,'-0" z ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER ¢ 0 PLAN FOR NAILING SPECS ROOF DECK - SEE e ^ ROOF SHINGLES: ROOF TILES: Q LL W QQ PRECAST LINTEL, TYP. NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES p C, u SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES ( ) 06 o f RECESS WHEN REQ'D TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FOR DTL. Z BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. CLASS A, ASTM D3AIL 2. INSTALL OVER 1x2 D 28 BATTON STRIPS Z MASONRY WALL 3. MEETS UL R2453 PROGRAM ON 43# FELT ASTM D 228 TYPE I Q ^ R r 2. SECURE wl(4) NAILS EACH W MIN. 2 TAPCON ANCHORS PER 3. USE 19/32" OSB OR CDX SHEATHING U 0 z SEE PLAN 2X8 (2) LAYERS OF 3/4 CDX PLYWOOD Z S 26 GA. GALV. FLASHING: O I— GLUED AND NAILED AT 6" O.C. , A,, J (3) 16d COMMON rr e c 1. G-90 GALV. COATING w J � NAILS (TYP.) STAGGERED (TYP. ARCHED RAFTER) r , a .. r rr r, rr 2. MEETS ASTM YES _ NOTE: ri r rr a �� ri r i� , , p 3. REGULAR POLYESTER T_ Z LINTEL PRE -ENG. COMMON TRUSSES MAY BE ,� ,;; �' r rr , 4. 1,0/0.5 MIL w/ PRIMER = � 0 Q SEE PLAN HEADER PER r rr rr r F ( ) �� LOCATION USED ILO. CURVED TRUSS rrr , 5. MIN. THICKNESS 0.0187 IN. HEADER SEE rr ' r� r/rr 6. CHROMATE TREATMENT W W Q 2X8 W/ 2) 16d 7/16 O.S.B. ( r r rrr , U I— TOE NAILS EA. EA. SIDE PLAN) SEE FRONT ELEVATION r r ri,� r Z W Z Z END FOR WINDOW TYPE r r' HURRICANE ANCHOR AT EACH Q J O 2X BLK'G. TO 2x w/_(2) 16d r ' �r r,r TRUSS (REFER TO ROOF PLAN) 2X4 SPF CONT. O.S.B. w/ (2',) - TOE NNAILS ' r,� NOTE: ROOF SHEATHING MUST -. p N BLOCKING ATTACH TO EACH END 7/16" O.S.B. r O 2X STUDS 16" O.C. FOR KNEE WALL 7/16" OSB W/ 2 8d NAILS 8d EACH END O 2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, � , � r,� BE APPLIED AND FASTENED TO @ U BLOCKING ATTACH H4 OR H5 AT EACH END BASE TRUSS PER PLANS BEFORE /I �I I ELEVATION VARIES W 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO ; r , �r' PRE ENGINEERED ROOF DORMER FRAMING IS INSTALLED. Q LSTA18 @ 32" O.C. STUD TO PRE -ENG r TOP OF MASONRY Z w OF TRUSS/RAFTER ,, �, r TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FOR 2 6d NAILS 16 O.C. TO 8d NAILS O.S.B. w/ 2) r „ r , , p SIDE & TO NAILER END VIEW 8d EACH�ND (TYPICAL) r, STRAP 7/16 OSB EACH SIDE, o , , PRE -ENG. WD ALUM. DRIP EDGE w 05 w/ 6d NAILS 16" O.C. ' , r r' — 2X4 WD STUD CRIPPLE 0 2X BUCKS, SEE TO SIDE & TOP NAILER ' TRUSS, 24" O.C. MD04FOR MORE INFO �' r,,' � AT 16"O.C. O CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA O 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF PLAN r R-30 INSULATION � 2 DECK - SEE DETAIL BELOW !r' VENTED ALUM. SOFFIT (D FOR FASTENING SPECS ' O PROVIDE 2x4 BLOCKING w/ 2 16d NAILS DOUBLE TOP PLATE O 1/2" DRYWALL z EACH END TO TOP CHORDS OF 0 TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER a TYP. SINGLE 0 DOES NOT LINE UP ABOVE TRUSS TIE -BEAM w/ (1) #5 p 0 BELOW AND CONNECT w/ HTS20 @ 32" CONT. GROUT z F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM o.c. SOLID W WOOD FRAME &CMU SCALE: =1'-0" P LATE CONN . DETAIL SCALE: 3/4" = 1'-0 PRECAST CONC. OR POWERS REFER TO ELEV. 2 t STEEL SILL TYP. @ALL FOR OVERHANG w p � WINDOWS ¢ z (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" _ _ =— DISPOSAL BY A/C ° I I I_I I I -i 11--� Q DRAFTING: TO EACH TRUSS. TYP SUPPLIER r GALV. FLASHING * + EACH SIDE �—i w STRUCT: RLB + CONNECTION TO BE I I= ��j�L©�NC _ __._ ___ _..__.._- * + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i_ _ _ _ _ _ ` _ _ = SUPPLIED BY A/C _I I QC CHECK: �CC 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMPANY SANT M Uj C'r�(g JOB No. TM - 2142533 COMMONS END NAILED TO BOTTOM CHORD SEE SHEET SDI SCALE AS INDICATED VERTICAL 2X4's FOR FTG DETAILS t>., �`:� ' � + + (2) 2x4 #2 SYP BLOCKING W/ _ _...._._._ _..._01 + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH DATE: 12/18/2014 CMO1 CHIMNEY PRE-ENGINEERED TRUSS TB01 A/C IN TRUSS ENDASO TYPICAL WALL SECTION #15-764 SCALE: 3/4"=11'-O" _ SCALE: 3/4 -1 0 SD2 FRAMING DETAIL SCALE: 3/4"=1'-0" CMU WALL SINGLE STORY 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. WINDOW PER � � Z O IF A/C IS SUSPENDED FROM TOP FLOOR PLAN U 0 J PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING I2- V W CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED W ATTACHMENTS SUPPLIED BY A/C 12 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, 0 W O � (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S SEE V � " " BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON I ­_COMPANY SPEC.'S PLAN STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU 2U) O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING @ 24" O.C. LU Z m TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" TRUSS WEBS NOT ��� • VERT REINF. BEYOND Q OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD —_ SHOWN FOR CLARITY f 8x8x16 III U W OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING CONC. SLAB - CONC BLOCK LILI 5. CO) 0 _ SEE FOUNDATION i . w '� Q = 2X4 VERTICAL @24" O.C. _ _ _ _ _ _ _ , _ 2x4 #2 SYP CROSS PLAN FOR MORE 0 P 30 P MAX. PROVIDE (4) 10d NAILS BRACING (AT 45°) W/ INFO MAIN FLOOR U TO BOTTOM CHD & (3) 10d + * 2x4 #2 SYP RAT RUN (3) 12d NAILS TO RAT � NAILS TO TOP CHORD + TOP AND BOTTOM MIN I I RUNS. TYP EACH SIDE = -� , . . ELEV 0'-0" (2) BAYS PAST A/C A/C UNIT AND PAN I LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE STRUCTURAL ENG: BED / BAD (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" _ _ =— DISPOSAL BY A/C ° I I I_I I I -i 11--� Q DRAFTING: TO EACH TRUSS. TYP SUPPLIER r GALV. FLASHING * + EACH SIDE �—i w STRUCT: RLB + CONNECTION TO BE I I= ��j�L©�NC _ __._ ___ _..__.._- * + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i_ _ _ _ _ _ ` _ _ = SUPPLIED BY A/C _I I QC CHECK: �CC 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMPANY SANT M Uj C'r�(g JOB No. TM - 2142533 COMMONS END NAILED TO BOTTOM CHORD SEE SHEET SDI SCALE AS INDICATED VERTICAL 2X4's FOR FTG DETAILS t>., �`:� ' � + + (2) 2x4 #2 SYP BLOCKING W/ _ _...._._._ _..._01 + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH DATE: 12/18/2014 CMO1 CHIMNEY PRE-ENGINEERED TRUSS TB01 A/C IN TRUSS ENDASO TYPICAL WALL SECTION #15-764 SCALE: 3/4"=11'-O" _ SCALE: 3/4 -1 0 SD2 FRAMING DETAIL SCALE: 3/4"=1'-0" CMU WALL SINGLE STORY 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. SIN DIA BE) 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 2x4 BLOGKING (2) 12d NAILS, ROOF SHEATHING @ 48 O.C. SIMPSON HGA-10 TOENAILED @EACH END.AT 24" O.C. PER PLAN W @ 48'' O.C. OSB NOT REQUIRED TO OSB NOT REQUIRED BE CONT. @ THEIF TO BE CONT. @THE TRANSITION FROM TOP 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS BEAM TO GABLE 2x4 OUTLOOKERS SHEATHING SPAN TO BE Z-0" MAX.) END @ EACH END BRACE TO LEDGER TRUSS @ 24"o.c. MAX. NAIL W/(2)16d NAILS EA. END DTC CLIP, (2) 8d NAILS (2)16d NAILS PLT. TO STUD TOP & INTO BLOCKING, (4) 8d 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP J DBL. 2x4 TOP PLT. SHEATHING PER 2'-0" MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @ EACH WEB PLATE I- BEAM PER PLAN PLAN ATTACH PER SIMPSON H-10(TYP.) Z NAILING SCHEDULE _- DTC CLIP, (2) 8d NAILS INTO Z a FASTEN SIDE WALL °� DOUBLE TOP PLATE BLOCKING, (2) 1/4"x 2 3/4" °-W Z SHEATHING PER MASONRY WALL---'TAPCONS IN CMU. OR w EXTERIOR SHEATHING. PLAN. m OR LINTEL SEE W ATTACH PER PLAN FROM O SIMPSON META16 END NAIL VA. OUTLOOKER PLAN JL TOP OF WALL TO BOTTOM p �- W/(2)16d N ILS TO TRUSS u� 2X FACIA, END NAIL SIMPSON H10A DBL. 2X8 W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS A7 16" O.C. O DIAGONAL -M TOP PLT. OUTLOOKER U STD CONDITION (d)- CMU MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ C0 TOP PLT. HOLD WALL DOWN 3-1/2" OR LINTEL SEE 1/2"x8" ANCHOR BOLT OR TITEN Z V PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH _j W (TYP.) END m 0 BEAM CONNECTION FRAME WALL CONNECTION V-9" MAX. ATTACHIPER NAILING ¢ 0 SCHEDULE VAULTED CONDITION @ CMU o TEXTURED CEMTITUOUS SIMPSON DTC, (2) 8d NAILS _jFINISH, 7/8" MIN. THK. INTO BLOCKING, (4) 8d NAILS a TO TOP PLATE o 1/2" x 8" J -BOLT @ 32" O.C. AND N 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W WASHER BLOCKING, (2) 1/4"x 2 3/4" h CEILING NAILERI TAPCONS IN CMU. OR LL AS REQ'D. TRUSS TRUSS SIMPSON META16 SIMPSON A23 @ EACH CMU WALL BELOW z 3RACETOPLATE LI W V VVLIMITED) MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C.®D-1/2' GYP. BOARD NSTUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLANON PT. FURRING ►°;';2A; •°,/� '� L LU0 1/2 J -BOLTS w/ DETAIL FOR FLASHINGWASHERS (MIN. A35 DIAGONAL TO REQUIREMENTS (MSTA M -12's MAY - ,tw �•°• ` c2 Z Z WALL SHEATHING PER PLAN �° v� C) W cw 6" EMBED) MIN. 6" TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS LAY 2X4 BLOCKING OVER THE ,_V M C C = -3 FROM EACH END ' - LINTEL PER PLAN d TOP OF THE BOTTOM CHORD. W • AND 32" O.C. MAX. ATTACH w/ 2 10d NAILS ° 2x WALL, SEE PLAN . O @ °. a. C9k C.�.� ® Q EACH TRUSS ee•°fi`'�® J O 2X TOP PLATE TO GABLE / e ®v —j J END W/ 16dNAILS @6"o.C. STD CONDITION FRAME WALL BEARING CONDITION CMU WALL F ., ®'.�° �sLL NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS HGA10KT @ 32 O.C. FRAMING FOR FALSE - MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM BEAM, IF REQ'D W 2x4 STUDS @ 24" O.C. w/ TIE BEAM COURSE SINGLE BASE & TOP PLATE VERIFY IF rGE04 GABLE END VAULTED F06 NON-BEARING WALL CLIP DETAIL CONTRACTOR TO FIELD VERIFY WHICH grwr', O w/ (1) #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM CONDITION IS REQUIRED. CONTACT EOR O COVERING IS REQ'D VAULTED CEILING SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D 0 �,„Q ¢ 0 N CMU WALL CONNECTION CLEAR SPAN CONNECTION "'` 2X4 ATTACHED TO EA. GABLE W 6 2X4 BRACE WITH (2) 10d NAILS Q:, ` o 0 _ • �. U_ (1) A23 FROM STRONGBACK O 'O"' BRACE TO BLOCKING (THICKNESS PER PLAN) TO <<�`y U) — S� _ CONT. 2X4 PRE-ENGINEERED TRUSS BELOW WITH Q W I � 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ��� 0 \ 2X4'S 24" O PLATE TO TOP CHORD OF EACH TRUSS JP °�j 2x4 DIG ONAL BRACE @ 48" BELOW U W z Q \ O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX. jJ \ STRONGBACK, SEE CHART W REFER TO PLANS FOR \ N _ (n — EXACT SIZE OF O.H. FASTEN CONVENTIONAL 2x VALLEY RAFTER h Z 2x4 BLOCKS, (2) 16d NAILS @ EA. (5) 16d NAILS \ GABLE BRACING (+) FRAMING (OR PRE-ENGINEERED VALLEY _ d END. BLOCK ADJACENT BAYS @ EA. 1 -4 MAX. BRACE TO \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 h 0 OR L TA12 CONNECTORS 5 8d NAILS AT DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING \ S� � U (() ) W W Q SHEATHING TO BLOCKS w/8d NAILS % .EACH RAFTER TO PLATE CONNECTION U W � _ Z Z U @ 6 O.C. CONT. 2X4 PROVIDE 2x4 BRACE TO < I— 0 EA. ADJ. DIAGONAL FASTEN O - W TO DIAGONAL w/(2) 16d STRONGBACK IF UI— NAILS. REQUIRED, SEE <( W SIMPSON H10A DIAGONAL TO CHART CF01 FIELD FRAMED Z W BLOCKING GABLE BRACING @ 48" O.C. NOT _ 0 � (5) 16d NAILS 2X4'S @ 24" O.C. U) BRACE TO REQUIRED 6' FROM EAVES. A A VALLEY DETAIL SCALE: 3/4" = 1'-0" O CL 45*; GABLE END SHEATHIN O BLOCKING GABLE END SHEATHING FASTEN PER PLAN. NOTE: CONTRACTOR TO NAIL 1st KING FASTEN PER PLAN. STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED ¢ PROVIDE 2x4 BRACE TO O EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED 0 REQ'D CONNECTIONS TO DIAGONAL w/(2) 16d SIMPSON SP2 TYP, TOP AND SEE SCHEDULE Z NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT 3: NAILING FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED uJ L*WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR _ r GABLE BRACING @ 48" PRE ENG. TRUSS LESS THAN 12" USE I 3 -ROWS 12d NAILS STAGGERED 0 �' ra a nn n n r�rn,.w n nn 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 SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H TO DIAGONAL \ 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) Z " v P U 4'-8" < H 7'-0" *** PAGE FOR GABLE NOTE. REFER TO DETAIL GE02 THIS GE O G 2X4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJACENT BAYS@ 10d COMMON NAILS @ EACH END 9'-4" < HL14'-0" STRONGBACK W/ (1) 2X4 BRACE BRACING*** EA. DIAGONAL AS SHOWN. • • • • FASTEN ROOF SHEATHING TO 71 (TYP.) > O C O TOP PLATE & NAILED TO I BLOCKS W/ 8d NAILS @ 6" O.C. ry ATTACH 2x6 RAFTER TO 2x8 WCL Ica MID (4) BAYS ((1) BAY AFTER O RIDGE BOARD WITH A35 ONLj I rGE01 GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. I 2X8 RIDGE (11) 10d NAILS I CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT I BOARD I @ 6" O.C. SCALE: 3/4" =1'-0" FOR ADDITIONAL INFO AS REQ'D CONNECTION DETAIL COMMON NAILS O.C. RAFTER TO OPPOSITE SIDE r — ATTACH JAMB STUDS I 10d @ $ (AS SHOWN) � PER WF08/SD4 (5) 16d NAILS 1'-4" MAX REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) Z GABLE VERTICAL ( f� SIZE OF O H PLATE THRU O S B SHEATHING 4 — J 0 Z BRACE TO BLOCKING (THICKNESS PER PLAN) TO <<�`y U) — S� _ CONT. 2X4 PRE-ENGINEERED TRUSS BELOW WITH Q W I � 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ��� 0 \ 2X4'S 24" O PLATE TO TOP CHORD OF EACH TRUSS JP °�j 2x4 DIG ONAL BRACE @ 48" BELOW U W z Q \ O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX. jJ \ STRONGBACK, SEE CHART W REFER TO PLANS FOR \ N _ (n — EXACT SIZE OF O.H. FASTEN CONVENTIONAL 2x VALLEY RAFTER h Z 2x4 BLOCKS, (2) 16d NAILS @ EA. (5) 16d NAILS \ GABLE BRACING (+) FRAMING (OR PRE-ENGINEERED VALLEY _ d END. BLOCK ADJACENT BAYS @ EA. 1 -4 MAX. BRACE TO \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 h 0 OR L TA12 CONNECTORS 5 8d NAILS AT DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING \ S� � U (() ) W W Q SHEATHING TO BLOCKS w/8d NAILS % .EACH RAFTER TO PLATE CONNECTION U W � _ Z Z U @ 6 O.C. CONT. 2X4 PROVIDE 2x4 BRACE TO < I— 0 EA. ADJ. DIAGONAL FASTEN O - W TO DIAGONAL w/(2) 16d STRONGBACK IF UI— NAILS. REQUIRED, SEE <( W SIMPSON H10A DIAGONAL TO CHART CF01 FIELD FRAMED Z W BLOCKING GABLE BRACING @ 48" O.C. NOT _ 0 � (5) 16d NAILS 2X4'S @ 24" O.C. U) BRACE TO REQUIRED 6' FROM EAVES. A A VALLEY DETAIL SCALE: 3/4" = 1'-0" O CL 45*; GABLE END SHEATHIN O BLOCKING GABLE END SHEATHING FASTEN PER PLAN. NOTE: CONTRACTOR TO NAIL 1st KING FASTEN PER PLAN. STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED ¢ PROVIDE 2x4 BRACE TO O EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED 0 REQ'D CONNECTIONS TO DIAGONAL w/(2) 16d SIMPSON SP2 TYP, TOP AND SEE SCHEDULE Z NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT 3: NAILING FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED uJ L*WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR _ r GABLE BRACING @ 48" PRE ENG. TRUSS LESS THAN 12" USE I 3 -ROWS 12d NAILS STAGGERED 0 �' ra a nn n n r�rn,.w n nn 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 SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 7'-0" (1) 2X4 B RAC E 7'-0" < H 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < HL14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2X4 BRACE p O QC CHECK: CC NOTE: FNi G PT BOTTOM PLATE W JOB No TM - 2142533 gU1LD/�jc Lo SCALE: AS INDICATED ALL GABLE BRACING IS TO BE SYP#2 OR BETTER W _ 17 DATE: 12/18/2014 ,_.. GABLE END @ FLAT CEILING rGE02 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1 1 5 - 7 SD3 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. STRAPS AT EACH GREATER HEADER Q 2XREQUIREDBRACEI TUD WRAPPED OVERLST0 I U) 0 E S E TOP PLATE & NAILED TO I U) 0CHART. HEADER EACH SIDE w/ I I U 0 L 10d COMMON NAILS (11) 10d NAILS I DOUBLE 2x SYP #2 w/ 1/2" I O O F @ 6" O.C. FLITCH PLATE HEADER (U.N.O.), O ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR PER WF08/SD4 CONNECTION INFORMATION z Z m GABLE VERTICAL ( I FILLING AND BLOCKING AS U) 0 Z DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO W ~ I— W STUD TYPICAL I I HEADER w/ (2) ROWS OF 12d 0 W �- W 0 2ND 2X4 BRACE IF REQUIRED, SEE (U.N.O.) — I @ 16" O.C. UNLESS NOTED LUO i x OTHERWISE CHART I I 2x STUDS TYP. U LL —1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING ! / HEADER (CENTERED Wain TOP PLATE STRUCTUR_A_L_ENG: BED / BAD OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING EMBEDMENT INTO FOUNDATION ONLY 1= I @ BRG WALL LOCATIONS W/ UPLIFT W -STRUCT RLB --- -- ----- __.._ C) �0 a p O QC CHECK: CC NOTE: FNi G PT BOTTOM PLATE W JOB No TM - 2142533 gU1LD/�jc Lo SCALE: AS INDICATED ALL GABLE BRACING IS TO BE SYP#2 OR BETTER W _ 17 DATE: 12/18/2014 ,_.. GABLE END @ FLAT CEILING rGE02 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1 1 5 - 7 SD3 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. i 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" 2x DBL TOP 15 cWj C7 1 NAIL AT BASE USING 2 ROWS F 8 3/8" X 4'/" SIMPSON SDS SCREWS 16"' O.C. MAX. 2 PLATE BEYOND MIN. /2 SHEATHING Lu z O O O d COMMON NAILS @ 3 O.C. SHEATHING PER ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/" o U_ H 2 O NAIL AT TOP PLATE USING 2 O @ ROWS OF 8d COMMON NAILS 3 O.C. PLAN LU SIMPSON SDS SCREWS @ 16 O.C. MAX. _ _ _ — — — — — — — — — — — — Lu w CONNECTION PER PLAN � 1F ATTACHING TO MASONRY USE 2x6 PT SYP #2 6— — — ��— — — —I�` �� a = Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS ° 'A' = NAIL ,( SPACING Q LEDGER W/ (2) 1/4 x 2 3/4 TAPCONS AT 12 O.C. I I I I I I I I I I II � � 0 NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS EXTERIOR WALL I I I I II I I I I I I 5 OR TRUSS - - -- - -- - _- - _ 0 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 A 1/2" @ 3" O.C. _ _ 2X12 BOX HDR w/ 2x8's TOP & BOT., III III I I I I II I I WALL © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d ° ° FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 SHEATHING TO 2X12 AT WALL TO BE FASTENED TO III III II II II I COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" 12 2x4 SYP #2 OR PRE-ENGINEERED SPLICE, SEE PRECAST LINTEL w! (2)ROWS STAGGERED w ROOF TRUSSES @ 24" O.C. MAX. III OPENING III I I I I I I I SPLICE DETAIL. w w O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4 x 4 TAPCONS @ 16 O.C. MAX. 0 SEE PLAN DESIGNED FOR SHINGLE ONLY III III I I 4 I I II MAX 1/8" SPACE w c i MEMBER IF GABLE END LINTEL SEE 3 III ( II II II BETWEEN ai DOUBLE NAIL EDGE SPACING PLAN I I w Z ROOF SHEATHING ATTACHED PER III TYP. III I I I I I I I I PANELS � NOTE: i i W O NAILING SCHEDULE p O EXTERIOR SHEATHING i 0 III AROUND III I I I I I I 2x STUDS BEYOND, 0 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT O OPENING SEE PLAN FOR RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT SIMPSON III III I I I I I I I I O¢ STUD TRANSOM i SLOPE AS REQ'D 0— H3 CLIP (4) 10d NAILS FOR COINV. III III II I I I I I MORE INFO w Z O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE I U FRAMED MEMBERS ONLY 71 �I w z BETWEEN EXTERIOR PLAN I Z V I I I I I I I I I I c¢ Ix � SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING • W 2x4 SYP #2 OR I I I I I I I I I I I I I I I I I I I I o Lu O i i 2X6 P.T. SYP. #2 CONT. w/ (2) FASCIA PER COMMUNITY SPECS � i-- O STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS GYPSUM - 0 PRE-ENGINEERED ROOF I�I� �I� I1L ^ ��� ��� - =1I O °� REQUIRED BETWEEN STUDS. WALLBOARD 1/4 X 4 TAPCONS @ 16 O.C. m TRUSSES 24" O.C. MAX. - - - - - - - - - - - - - - - W O JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ - 1/8" GAP PLAN FLOOR SYSTEM OO " � _ (2)1/4"X4'/"SIMPSON SDS SCREWS @ 16" O.C. MAX. ---------------- U_ NAILING PER 4-0 MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3%" SCHEDULE PKT SGD O CUT TO FIT 2x BOTTOM PLATE U_ SIMPSON SDS SCREWS @ 16" O.C. MAX. 1 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X$ P.T. SYP. #2 TOP & c IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE BEYOND SEE PLAN ol PLACED FLATWISE BOTTOM w/ 10d NAILS @ — LEDGER W! 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS N (SDO1 SHED ROOF DETAILAF1 EACH ENSHEATHING SPLICE DETAIL ~ W EXTERIOR SHEATHING ATTACHMENT PS01 HEADER SECTION POCKET 0 SCALE: 3/4" =1'-0" SCALE: 3/4"=V-0" SGD w/ TRANSOM SCALE: 3/4" =1'-0" � `.w11111111/o/ LLI �• NOTES: , •.+e•�' �ps��i,, �C•1 a- N 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ++ $ t :�� .W` •��'•,t� o' 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION ++ W �" d Z N 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) `'gym "' N °,4, "Coh o PIPE OR DUCT W/ PENETRATION PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" W Ct �• Q : G� _,.. o LEAST 8'-0 LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE 2 2x4's EDGE DISTANCE 2x4 #2 SYP BLOCKING - h,. O OF MORE THAN 50% OF TOP 2 ROWS 10d 3" O.C. O G i94 PLATE WIDTH INSTALL SIMPSON TO BLOCK OUT TOP PLATE @ 24 O.C. w/ (3) 12d �. • _ PER ETAIL SEE TRUSS PLAN PSPN516Z W/ (12) 16d NAILS TYP. @ �. . ,, t , . •' ` @ ATTACH W/ (2) 10d NAILS O.C. FOR MORE INFO s d • �!* t/9 C.� ¢ TOP &BOT. (SOLID BLOCK w/ 2x6) 2" EDGE 3" EDGE 5 EDGE NAILS EA. END ' •. ALONG w/ •�!° �s® J O CONNECTORS y i 1�� U_ T ^� 2x4 STUDS PER DOUBLE 2X4 TOP PLATEFrT 1;zwo 10d x 3" �u'„+ ++ + +DOUBLE 10d @ 3” O.C. FRAMING PLAN 10d x 3 + + + + TOP SPLICE COMMON ° Cn O 2x8 #2 SPF VERTICAL @ LLI y p o p z w z 4.. 4 24" O.C. w/ EXTERIOR w 3 w lo 0 w U in Q ¢40 2x4 #2 SYP P.T. @EACH TRUSS w/ SHEATHING & (4) 12d `n 1° S" i° 4 1/2" a¢ w Cl) (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O O • M��1! 10d x 3" p TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS p 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL Z m 2x8 STUDS Q ¢ ` �t %N 10d x 3" �' ch C.lCD TOP SPLICE COMMON z z O TRANSOM BETWEEN LINTELS ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP C� OPP. SIDE v v p v SEE PLAN FOR F- Z ... PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON v I I I I � I ( z a 10d x 3" LINTEL INFO SLOPE AS REQ'D ¢ o O' TYP. DOUBLE 2X8 cn 2 EA. SIDE) TYP. AT ALL EA. SIDE) TYF . AT ALL • _ � _ OPP. SIDE r EXTERIOR CONDITIONS EXTERIOR CONDITIONS x8 STUDS PER 10d x 3" 1/4" x 3 1/2" TAPCONS @ 12" LL O TOP PLATE 2x6 #2 SYP P.T. CONT, w/ 2 FRAMING PLAN COMMON '�, ami � O.C. SPACED EVENLY O C. DISTANCE PER PKT. SGD BOTTOM SPLICE OPP. SIDE • VERTICALLY OVER STUD TOP PLATE TRANSITION DETAIL ATTACHMENT BY 2x6 (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d O INSIDE PLY NAILS NAILED AT 8" O/C ,� O �/ �+ (2) 2x COLUMN NAILS @ 4 O.C. TO 2x4 MEMBERS 4FO TYP. P. BRG WALL TOP PLATE SPLICE STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S D' SCALE: 3/4" =1'-o (WFO 2X BUILT-UP STUD (3) or (4) 2x COLUMNUj SCALE: 3/4"=1'-0" rPSO2 SECTION AT POCKET COLUMN DETAIL SLIDER ._ SCALE: 3/4 -1-0 U H ROOF SHEATHING, (2) 2x TOP PLATE 0 Z STRUCTURAL SHEATHING SEE 0 J � ATTACHED PER NAILING PLAN NAIL PER PLAN x x Q SCHEDULE — DOUBLE TOP PLATE — x x LL (2) 2x BUILT-UP COL. W 6 SIMPSON SP4 OR O 0 SIM S EACH STUD Z 2x BLOCKING w/ (2) 12d 2X4 #2 SPF p 0ZS 2x4 #2 SYP CONT, w/ (2) 16d NAILS @ EACH END BLOCKING 1- COMMON NAILS EACH STUD OR a 24" O.C.w/ (@ U W TRUSS MEMBER, TYP. (MAX.24" W SIMPSON LSTA30 w/ O Q Z O.C.). IF MASONRY, USE (2) 1/4" PRE-ENGINEERED �w (22) 10d NAILS (ALL CORNER 16d END NAILS J ROOF TRUSS - SEE CONDITIONS STRAP EACH END Lu TAPCONS w/ MIN. 2" EXTERIOR SHEATHING .� FRAMING PLAN FOR AROUND TALLER STUD) _ J (_ EMBEDMENT @ 24" O.C. NAIL PER PLAN I-- SPACING _ Z Q PRE-ENGINEERED ROOF TRUSS trV - TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING �_� SEE FLOOR PLAN FOR OU ui CONNECTION MORE BRG. WALL INFO w W Q WOOD/MASONRY WALL OR TRUSS, xxxx U W ~ V SEE PLAN 2X BRG WALL, SEE PLAN (2) 2x TOP PLATE I { Q J Z z FOR STUD SIZE &SPACING. a MIN 2 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ 2X8 #2 SPF VERTICAL @ 24" O.C. D F- (> TRUSS U.N.O. (4) 12d NAILS @ EACH END SEE WF06/SD3 a. MIN W/ EXTERIOR SHEATHING 0O F- (LD02 LEDGER AT LOW ROOF FOR MORE ATTACHED PER NAILING U �. SIMPSON LSTA24 INFOR a SCHEDULE END (4) 12d NAILS Q W SCALE: 3/4" =1'-0" EACH STUD @ TOP & BOTTOM z = Q �.� 2x8 w! (2) 10d NAILS LU 2�C BRG WALL, SEE PLAN a Q Lu � FOR STUD SIZE &SPACING./4LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDERCL TRUSS U.N.O. SEE PLAN FOR ATTACH 2x TO BUILT-UP PLAN w/ (2) ROWS OF 10d NAILS •. PKT SGD PT POST (AS NOTED) CONNECTION 0 CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. ATTACHEDMENT Z SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER INDICATED ON BEAM SCHEDULE. IF BUCKET N INSTALLED THE SHORT SPAN STRAP IS F1 SECTION AT DOUBLE BEARING4F14WALL STEP BEARING (PS03) SECTION AT POCKET NOT REQUIRED. + � � — EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0" FRAME WALL SCALE: 3/4" V-0" SLIDER SCALE: 3/4" =1'-0" � HTS20 CLIP FROM POST TO BEAM = 11 r LAP BEAM PLYS AND NAIL AS SHOWN p (5) 0.131 x 3 1/4" NAILS PER PLY l<_ Z 0 HTS20 CLIP FROM POST TO BEAM ?, = 0 --� o .. EXTERIOR BEAM AS NOTED OR<aa ROOF SHEATHING, o��Rwo ROOF SHEATHING, 2 TRS FASTEN PER PLAN TR FASTEN PER PLAN O W 1 PLAN VIEW a� TOP OF POST ss 2x4 FRAMING@ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE W M U) PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. W SIMPSON H4 TO + + OF ROOF SHEATHING z Z m LEDGER LEDGER. PROVIDE (4)1Od x 3" PROVIDE (4)10d x 3" + + LU I— 0 F- W �..�.. ABU POST NAILS AT JOINT NAILS AT JOINT BASE AS NOTED 101d NAILS @ 4" O.C. 10d NAILS 4" O.C. Q W _ ..� 2X6 FACIA 2X6 FACIA O PFER-ENG TRUSSES PER-ENG TRUSSES � c 5/8" THREADED ROD w/ PER PLAN SEE TRUSS PLAN FOR f- PER PLAN 2x8 #2 SPF VERTICAL @ NUT SET IN ADHESIVE SP4 TO EACH OVERHANG MORE INFO AND . o. CONNECTION 24" O.C. w/ EXTERIOR TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION SHEATHING ATTACHED F- PER PLAN TO LEDGER PER PLAN TOL EDGERAILS 4° PER NAILING SCHEDULE J � STRUCTURAL ENG BED /BAD I< j i q & (4) 12d NAILS EACH Q DRAFTING: SEE FOUNDATION 2X4 PT LEDGER W/ �) TRUSS MEMBER F- ° CMU WALL PER PLAN 2x FRAME WALL PER PLAN 2X4 PT LEDGER w/ 2 PLAN FOR ADDITIONAL 1/4"X4" TAPCONS @ 16d NAILS 16" O.C. Z __.._. II @ •° STRUCT: RLB INFO 12" O.C. LINTEL SEE PLAN w _-- - QQC CHECK: CC - - �- -- PKT SGD ATTACHMENT LU 2x8 w/ (2) 10d NAILS @ ��I�Diti JOB No. TMW- 2142533 mm CONDITION @ CMU WALL CONDITION @ FRAME WALL BY BUILDER EACH VERTICAL G -.-_ _._ SCALE: AS INDICATED SIDE VIEW @BASE OF POST SA�II`d. RD H " DATE: 12/18/2014 (CDO1 CORNER COLUMN FRAMINGAP 1 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. ' � ��� SCALE: 3/4"-1-0 SCALE: 3/4"-1-0 SCALE: 3/4" V-0" # 1 7 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. I 2x4 STUDS @ 16" O.C. SIMPSON LSTA30 STRAP �<4 SOLID SHA HIN 3/4" SHEATHING 2x STUDS @ 16" O.C. SEE PLAN S SHEATHING PER PLAN((MAX° 10ANGLE) W/ (22) 10d 'S' @ HEADER TYP. (U.N.O.)t��c ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN NAILS. BEND STRAP OVER T SIMPSON SP4 w/ (6) 10d W u- 2x4 #2 SYP BLOCKING PRE-ENGINEERED ROOF 48" O.C. W/ (2) 12d SCHEDULE WALL ATTACH PER NAILING TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. i- @ 3/4' SHEATHING TYP. TRUSS - SEE FRAMING PLAN TOENAILS EACH END 2x4 BOTTOM PLATE - SCHEDULE Q 2x STUDS @ 16 O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION &SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO STUDS/ HEADER U.N.O. ON PLAN M FLOOR NAILING "• EXTERIOR SHEATHING FROM (2) 2X HEADER -SEE 2ND 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. RIBBON BOARD WITH (2) AT 12' O.C. SCHEDULE AGAINST TRUSS ROWS HEADER SIZE & REQ'D �� PRE -ENG FLOOR TRUSS OR MAX ____ (4) 16d NAILS RIBBON STAGGER NROWS @1.5" O C Y TOP OF WALL TO BOT. RIBBON, FLOOR PLAN FOR MIN. J VERTICAL @ 48 O.C.TRUSS STRAP -SEE • NAIL PER PLAN FIELD FRAME 2x4 KNEE WALL, TO EACH TRUSS SIMPSO FRAMING PLAN FOR « JAMB STUDS Q W/ (3) 12d NAILS EACH CONNECTIONS (2) 2X SILL AT WINDOW w/ 2x » STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO • » » • CRIPPLE STUDS AT EACH END F- END � NAILS @ EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) ; ; NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET W H CONNECTOR SCHEDULE FOR EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN ; : 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: p W SYS. 42 FLOOR TRUSSES @ 24" CONNECTION = - SEE CONNECTOR SEE PLAN FOR SIZE " A@TTACH SILL w/ (2) 10d TOE NAILS (1) 2x SILL PLATE w/ (2) w Z O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR ATTACH RIBBON TO AND REQ'D # OF DOUBLE 2X TOP AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. 0 O PLATE 1 1/4" (MIN.) GYP. CLG. BD. " CONNECTION EACH TRUSS w/ (4) STUDS PLATE WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS U 1/2" GYP. CLG BD OR 8d NAILS @ 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN (2) 5/8 TYPE 'X WHEN 1/2" GYP. WALL BD. OVER --�� 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ OU W SHEATHING TO BOTTOM OR BLOCKING (PT IF MASONRY WALL » IN GARAGE RIGID INSUL. BETWEEN . « DECKING PER FLOO (2) 10d TOENAILS. C7 > PLATE BEARING DIRECTLY OR FRAME WALL Z U W 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ »» NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN - 8" CMU WALL 8"CMU (10) 10d TO STUDS & (8) 1/4" X "" (4) 1/4" X 2 1/4" TITENS IF FLOOR »» 4FT (2) 2x SILL PLATE w! W NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO • • FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, "• A35 CLIPS EACH SIDE w/ m 0 WW S 1 2 STORY WALL CONNECTION LINTEL COURSE. ;; FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON .. 2x CRIPPLES @ 16" O.C. S 1 2 -STORY CONNECTION4si 2 -STORY CONNECTION USE SIMPSON MSTCM60 » CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & w/ (2) 10d TOENAILS T&B p w 14 `, STRAP W/ (20) 16d SINKERS & «« (14) 1/4" X 2 1/4" TITENS INSTEAD OF • SCALE: 3/4" = V-0" PERP. WALL SCALE: 3/4" = 1'-0" @ CANTILEVER SCALE: 3/4" = 1'-0" (14) 1/4" X 2-1/4" TAPCONS FOR •" (PLYWOOD SHEATHING 0 > @ PARALLEL 1A/ A 1 L PE «« MSTA36 STRAP (IF TITENS ARE NOT IN «. RED'D T&B) O > V V AL TRUSSES 20" TO 26" DEEP » « LINTEL COURSE OR INTO FILLED CELL " U_ � SEE DETAIL WS11/SD5 USE 1/4 X 1 3/4 TITENS) U.N.O. "» SEPARATE SHEATHING (IF TITENS ARE NOT IN LINTEL �, o COURSE OR INTO FILLED CELL UNDER WINDOW o -- - _...... _ FOR MORE INFO USE 1/4" X 1 3/4" TITENS) U.N.O. NOTE: "• SEE DETAIL WS11/SD5 w 2nd FLOOR WALL; SEE PLAN �� \ FOR MORE INFO = W PROVIDE BLOCKING " STRAPS CALLED OUT WITHIN THIS DETAIL ARE "" r f- IX CONTRACTOR TO PROVIDE FOR MORE INFO. IF ADEQUATE WATERPROOFING. SHEATHING IS NOT BELOW JAMBS IF FLOOR �» �� ONLY REQUIRED WHEN INDICATED AS SUCH ON » 0 NO CONCRTE SLAB PERMITTED TRUSS IS NOT PRESENT THE STRUCTURAL PLANS OR WHEN THE «0 ,\ O ```SII 1/11®s CONTINUOUS TO BOTTOM OF «� `\��� STRUCTURAL SHEATHING IS NOT CONTINUOUS "• Z 1 �: '®r LO FLOOR TRUSS, CONTRACTOR \ _ �r �%�/ d� w MASONRY WALL SEE FROM TOP OF WALL TO BOTTOM OF FLOOR «, O •.•®••®.® �w ® d TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO "« .®4 , 0- a SYSTEM AND WHEN 3 OR MORE WINDOWS ARE "" \ • •�' ••• '�� 04 STRAPS FROM EA. STUD TO IN A ROW (ONLY JAMB STUDS BETWEEN 2X TOP & BOT. RI ON4S, ® ; ua ®•• TRUSS WINDOWS) CENTER WINDOWS MUST HAVE CONT. .:E B`°° ' p : ^ W o SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH ° Ill iV _: 2! ict"� Z Z • • . Q Z TOPPING INFO LSIDE OF OAD OPENING TO TRANSFER LATERAL PLAN FOR MORESNEE FO PROVIDE BLOCKING � ® k� � U BELOW JAMBS /� •• .« J HANDRAIL BY OTHERS •+. • �J SO HEADER CONNECTION °'® W SO GIRDER / COL. CONNECTION °- 3/4" PLYWOOD FLOOR = SCALE: 3/4" =1'-0" ¢ �''�s/`I►tr�i�iPr®```` -' W DECKING ATTACHED PER @ 2nd FLOOR SCALE. 3/4 1 0 @ W SLOPE NAILING SCHEDULE 2nd FLOOR - SLOPED BALCONY FLOOR Al W \" W ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: TRUSS (12" TALL) (60/15/5 MIN. PRE-ENGINEERED ROOF 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES LOADING) W/ LUS26 OR LUS46 F(� d 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TRUSS - SEE FRAMING PLAN << S 10d NAISIMPSON LSTA30 B w! (22) 0 ' 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) TO LEDGER FOR LOCATION &SPACING yFFT AN NAILS (MAY BE O 0 �� � ° DOUBLE 2X TOP ANGLED UP TO 10°) � �,, ��j 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8 OR 19/,32' OSB OR CDX SEE PLAN fib m 5. MIN. THICKNESS 0.0187 IN. SHEATHING 6. CHROMATE TREATMENT PLATE SOLID SHEATHING Q �� d. EXTERIOR SHEATHING @HEADER /"''� r C) rS I�•1 C.3 O d PRE-ENGINEERED ROOF .f SEE WS11/SD5 FOR SIM. END o oe • FROM TOP OF WALL TO LUOf � CONDITION ° BOTTOM RIBBON SIMPSON SP4 w/ (6) LU � _ z ,,0 TRUSSES @ 24" O.C. TRUSS STRAP - SEE ° o ATACHED PER NAILING 10d x 1 1/2 @ 24 O.C. Q � j LINTEL PER PLAN FRAMING PLAN FOR ° SCHEDULE EACH SIDE _ - R-30 INSULATION ° OF WINDOW LOCATION U .» CONNECTIONS ° ° TRUSS STRAP SEE ROOF 2x12 #2 SYP CONT. LEDGER W/ o (2) 2x SPF TOP PLATE W N (3) 1/4"x4-1/2" SDS SCREWS o o O�,C> U PLA EQUALLY SPACED Z • ° n O VERTICALLY @ 24" O.C. AND @ » ° JA 8d NAILS @ 3 O.C. TO / f ' EA. END VERTICAL (MIN. 2 JAMB STUDS &FLOOR (2) 2X HEADER - SEE 2ND c� BEARING FROM T&B) TRUSS BELOW FLOOR PLAN FOR MIN. � z 0 � Q 0-1 SEE PLAN SEE WS10/SD5 FOR HEADER SIZE & REQ'D JAMB STUDS a STRUCTURAL COLUMN ADDITIONAL INFO 2X BOTTOM PLATE W SEE PLAN FOR SIZE � 1/2" CEILING GYP. BD. ALUM. DRIP EDGE AND REQ'D # OF `` DECKING PER p DBL. TOP PLATE DOOR NAILING STUDS f FLOOR NAILING V 2x CONT. SUBFASCIA ° HDR. PER PLAN ° SCHEDULE ' SCHEDULE VENTED ALUM. SOFFIT ° SEE WS06/SD5 FOR WINDOW V J Z ° FLOOR TRUSS SEE FLOOR TRUSS SEE c� WINDOW AS SCHEDULED BALCONY ° FRAMING PLAN FOR SILL/FRAME DOWN INFO / FRAMING PLAN FOR p (BF01 SECTION ATB �+ ° / CONNECTION INFO `t CONNECTION INFO / _I Zig,+ Lu MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4" = V-0" SEE PLAN FOR MORE INFO O 1OO_ 06 � TEXTURED CEMTITUOUS NOTE: - Q W (D at e 1/2 GYP. BD. (1) SIMPSON LSTA30 ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE y U Z_ FINISH, 7/8" MIN. STRAP W/ (11) 10d TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON / O I - THICKNESS 2x BOTTOM PLATE w/ k SIMPSON LSTA30 w/ -j J (2) 12d AT 12" O.C. ENGINEERED STUDS ABOVE PLATE THE STRUCTURAL PLANS OR WHEN THE ° � (11) 10d TO STUDS W U.N.O. ° STRUCTURAL SHEATHING IS NOT CONTINUOUS _ �+ MID -SPAN BLOCKING TRUSS ABOVE PLATE U.N.O. E- p FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND w' O ?� U.N.O. (� R-11 BATT INSULATION 3/4" O.S.B. FASTEN PER PLAN \ � WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB _ STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST U C HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR • FLOOR TRUSSES SEE PLAN FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN Z W � Z FOR DEPTH AND DIRECTION � 1} BEAM SEE PLAN 0 V J Q V FLQOR SYSTEM DRAFT SO GIRDER / COL. CONNECTION SO HEADER CONNECTION o `+♦ SEE DETAILS ABOVE FOR STOPPING AT 1000 SQ FT REFER TO ROOF PLAN @ 2nd FLOOR H IGH BEAM SCALE: 3/4" =1'-0" Q w N MORE INFO. MAX: DRAFT STOPPING FOR CONNECTIONS @ 2nd FL. HIGH BM. SCALE: 3/4"=1'-0" MATERIALS MIN THICKNESS W Z r SHALL BE 1/2" GYP BOARD OR 1,5/32" OR 7/16" OSB. (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH � �— ATTACH TO FLOOR TRUSS REFER TO PLAN FORd BEARING CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE SEE PLAN w/ 8dl NAILS AT 16" O.C. TOP I BUILT-UP COLUMN INFO. 10d NAILS. - AND BOTTOM CHORDS PRE ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 U IF NO FLOOR SYSTEM STRAPS CENTERED @ Z LINTEL AS PER PLAN FLOOR W/ (14) 10d NAILS (3) 2X STUDS O INSTALL KNEEWALL & (4) 2X STUDS PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ O UNDER COLUMN ABOVE (2) 16d NAILS @ 6 O.C. ATTACH 2X STUDS p SHEATHING PER PLAN W/ (2) 16d NAILS @ 6" Z • ATTACH PER NAILING O.C. WD. HD. HT. ..: SCHEDULE, = 11 SEE PLAN CONTINUOUS FROM STANDARD CORNER A -A CALIFORNIA CORNER A -A ~ � TOP OF TOP PLATE TO Z H BOTTOM PLATE. WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. ( OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS — BUILT-UP COLUMN INFO. OEACH OR STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T.BEARING WALL PER PLAN TRUSS, SLIT FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS DECKING TO a Z 0 = 0 2 0VLLI A A O W 0 1 2X 2ND FLOOR STUDS F_ 0 0 SEE PLAN FOR MORE W Z INFO. O L _. m INSULATION ACCOMODATE STRAP cA 0 ill Z TEXTURED CEMTITUOUS WOOD BASE BOARD 1/2" DIA. THREADED ROD WITHIN GIRDER W ~LL FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER Lij >_ U) 0 +� THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 I SEE BRG WALL/ 2 -STORY WALL PLAN W .s.i. w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. S APS C N TERED STRAPS CENTERED @SEE FLOOR FRAMING If- ~ OR FIBER REINF. CONC. I REFER TO FOUNDATION FLOOR W/ (14) 10d NAILS PLAN FOR FLOOR U ON 6 MIL. VAPOR BARRIER I PLAN FOR FTG. INFORMATION - SEE TRUSS. , �`, SYSTEM INFO. p VERT. #5 IN FILLED CELL I 3-1/2" CONC. SLAB LAYOUT FOR (2) SIMPSON META16\ F - HANGER FLOOR TRUSS TO Y J FIN.. FLR. 4 _ _ _ _ = MASONRY WALL EXTERIOR Q STRUCTURAL ENG. BED /BAD SHEATHING FINISH DRAFTING ----- 0 -0 `., _ .a - _- -_ -_ - W/ TOP OF MASONRY F- MASONRY WALL ATTACHED PER Z STRUCT: RLB SEE SHEET SD1 FOR FTG DETAILS j • W GRADE �_ -- NAILING SCHEDULE � QC CHECK CC CLEAN COMPACTED -- L F030N TREATED TRUSS PER JOB No TM 2142533 Di BUILtiG ... .. _:_..... . PLAN = SCALE: AS INDICATED DATE: 12/18/2014 _ TRUSS 4so SECTION CORNER FRAMING. AT Aso�TYPICAL WALL SECTION SO 2 STORY COLUMN S1 WALL TO FLOOR US SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" ? SD5 2 STORY CMU / FRAME aC� GIRDER CONN. DETAIL 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. PT FURRING @ 116" 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 W FINISH, 7/8" MIN. THK. NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & I- 2x8's 16" O.C. APPROVED BLDG. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS SPACING. 0 @ LSTA18 TO BLOCKING (WHEN WALL IS CONT. BRG ON ROOF SHEATHING MAX (U.N.O.) WRAP TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS r. BELOW. NOT REQ'D " O.C. TO TRUSS BELOW) SHEATHING PER PLAN STUD IS CONNECTEDD 16 w/ W) SCHEDULE 1/2" GYP. BD. ATTACH PER NAILING MTS12 OR LSTA18 ZX BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP BLOCKING PLYWOOD FLOOR TRUSS -SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD H Z OF EACH STUD TO 2x8 #2 SYP P.T. SILLEACH END, USE (4) 10d & SCHEDULE � WALL BELOW W✓ (9) PLATE w/ 1/2" EPDXY SIMPSON H2.5 EA. �� (2) 10d NAILS. TRUSS � 10d NAILS AND (5) ANCHOR BOLT OR UNDER WINDOW JAMBS 2X6 #2 SYP CONT. LEDGER W/ (2) Y4"xT' 2x8 #2 SYP SILL PLATE W/ LU Z :: 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. & Yz" EPDXY ANCHOR OR LIJ (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE 3" FROM EA. END - USE (3) SCREWS J -BOLT @ 32" O.C: W/MIN. FLOOR TRUSS SEE PLAN O (L BUILT-UP STUD & 3" FROM EACH END TRUSS PLAN FOR FOR 24" O.C. 7" EMBEDMENT & 6"FROM U — COLUMNS PT 2x8 BOTTOM CONNECTION INFO% EACH END O PLATE O.S.B. TO OVERLAP z V LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO ° SIMPSON LUS26. USE °< D (n 1x PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP LUS26-2 FOR 2PLY TRUSS _� W .4 LOW ROOF TRUSS SEE DRAWINGS PT FURRING @ 24" TRUSS PLAN FOR a a m <� 2x8 LEDGER W/ MIN. (4) 16d NAILS C.M.U. WALL SEE PLAN Q (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 4 4 MASONRY USE HETA16n 0 8" CMU WALL TEXTURED CEMENT- @ 24" O.C.) OPT. TRUSS RECESS LEDGER ITIOUS FINISH, 1/2" MIN. THK. N SECTION AT PENT rLD01 LEDGER AT GIRDER F02 WALL SPLICE 4s, SECTION COMBO LD03 0 0 ABOVE U_ SCALE: 3/4" =1'-0" SCALE: 1 1 /2" =1'-0" TRUSS SCALE: 3/4" =1'-0" LEDGER SCALE: 3/4" V-0" U) DETAIL o ,�o`��►ti�isi�rle ii °I� °• LLl o EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ W^' W �� SHEATHING PER 2x4 BLOCKS, 2 16d NAILS d' �J '� U ATTACH PER NAILING TOP & SP1 BASE. LSTA19 O @ 2X4 #2 SYP NAILER TO STUDS W/ - @ EACH END. BLOCK ADJACENT ` ' Qo _j SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING PLAN ATTACH PER 3-16d @ EA. STUD. ATTACH TRUSS � ;� ��, � � � Q BASE. ATTACH PER 2x4 NAILER w/ (2) NAILING SCHEDULE BAYS @EACH DIAGONAL AS SEE 2ND FLOOR WALL TO NAILER W/ (3) 10d TOE NAILS. �� ".�' { .y •,L,`\. Z p 2X8 @ 16 O.C. SEE FRAMING SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL �,.� / ••as°°�'� NAILING 10d NAILS @ 16" O.C. INFORMATION -� ROOF AND EXTERIOR O (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INFO. SCHEDULE SHEATHING TO BLOCKS w/8d O'+' ® J SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) 12d NAILS @ 6" O.C. - SHEATHING ATTACHED W/ (4) 10d & (2) 10d NAILS. TOENAILS EACH END 2x4 STUDS @ 16" O.C. w PER NAILING SCHEDULEnt���� USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d UNDER WINDOW JAMBS. NAILS @ 12" O.C. 1/2" GYP. BOARD • T 16d NAILS BRACE ===== 2X8 #2 SYP CONT. LEDGER NAI S TO BLOCKING SIMPSON H2.5 "' ''" (4) 16d NAILS. ATTACH NAILS d 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TRUSS TO INTO END OF EA. FLOOR TRUSS 2 0 STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH O EACH END FOR MORE INFO. ADJACENT DIAGONAL, FASTEN 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24' O.C. MAX. (INSTALL (4)'NAILS ALL THREAD ROD TO DIAGONAL w/ (2) 16d NAILS 04'C MAX EQUx3" SDS OD SCREWS ALLY SPACED & 3" AT EA. SIDE OF G.T.) Z O @ 48 O.C. TRUSSES PER PLAN FROM END OF LEDGER - USE 3 Q O -== SIMPSON LUS26 IF 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED TRUSS SIMPSON LUS26-2 `'o LEDGER .. [C • w/ 1/2" EPDXY ANCHOR CONNECT TO DOUBLE TRUSS TO LEDGER w o BOLT OR J -BOLT W/ MIN. 7" TOP PLATE w/ 16d NAILS ° RECESSED INTO SEE FLOOR FRAMING PLAN & I'- 0 mm z WALL BRACING @ 48 O.C. MAX. 45 FROM TRUSS. VERIFY w/ �- U � O` EMBEDMENT @ 32" O.C. & 3" @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED WS11/SD5 FOR MORE INFO. Q 0 FROM EACH END 6' FROM EAVES. SHOP DRAWINGS U (2) 2X4 TOP PLATE VERIFY PLAN FOR LOCATION AND DIRECTION (IF PARALLEL g" CMU WALL TYP. w PRE-ENGINEERED TRUSS SEE WS10/SD5 FOR BLOCKING O C.M.U. WALL 0 SEE FRAMING PLAN FOR ° 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) INFO. U ° SPACING & CONNECTIONWITH ROOF LOAD INFO. a SEE PLAN C.M.U. WALL PER PLAN OPT. TRUSS RECESS LEDGER o 2X LEDGER TO UPPER FLOOR WALL w/ D Q 0 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 8 Z Q d � m S, SECTION AT RAISED 4F1 SECTION AT OPEN ABOVE 4F1 2 STORY FRAME WALL (LD04 SECTION AT LOW ROOF w HEEL TRUSS SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" BRACING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" j H SEE PLAN FOR DEPTH p U) Z A OF LANDING U) J Q 0 PLYWOOD ,�IiEATHN0 IG OVER LANDING 006 1� ATTACHED PER GENERAL W 0 to STANDARD (3) 2X12 FLOOR CONSTRUCTION -- SEE TRUSS PROFILE/ARCH PLAN O W " Q$ STRINGERS w/ SIMPSON NOTES FOR MORE INFORMATION J F- A35/USP MP34 CLIP TO 12 LU .. PRE ENGINEERED WD Q _ �C a FLOOR SYSTEM & 2x8 #2 SYP JOISTS @ TRUSSES @ 24" O.C. Z LANDING FRAMING LANDING 16"O.C. w/ N FIBERGLASS SHINGLES OR �' SIMPSON A35/USP MP34 0 O p TILE VERIFY WITH ELEVATION S OR LUS26 HANGER ON w O Q EACH SIDE TRUSS ANCHOR (SEE PLAN) Z L1J Z o z J U (2) 2X12 REQ'D @ END OF o O LANDING FOR STRINGERS z g ROOFING FELTLL VJ G, TO CONNECT TO w/ (2) g O SIMPSON A35/USP MP34 a. w O APA STRUCTURAL SHEATHING U i- N EACH END TO LEDGER ATTACHED PER NAILING SCHEDULE < W SEE PLAN FOR MASONRY z LU _ WALL OR WOOD WALL _ MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE Ww O END OF LANDING W/ MIN. (6) a 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY FLOOR SYSTEM WALL) CONT LIEDGER w/ (3) 16d O H (2) 2x HEADER SEE PLAN FOR z MORE INFO &CONNECTIONS NAILS @ 16" O.C. MAX. TO SEE 2nd FLOOR PLAN FOR < „ APPROPRIATE HEADER DETAIL SEE ELEV. WINDOW SEE PLAN FOR LOCATION I I I KNEEWALL OR BEAM PLAN VIEW LANDING EACH STUD, ((2) 1/4„ x 3 1/2 TITENS @ 16” O.C. MAX. FOR MASONRY WALL) 2x #2 SPF STUDS @ 16" z O.C. w/ EXTERIOR z 1 (2) 2x SPF I I I 3/4 PLYWD. DECKING SHEATHING FROM TOP OF WALL TO TOP PLATES I I I MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR _ 11 1 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 p STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW z B I I FLOOR SYSTEM NAILS WALL SHEATHING IS EQ - Z STOPPED BELOW ROOF C 0 .! 2x STUDS SEE PLAN I I I PER PLAN SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ (2) 2x HEADER LINE SEE FLOOR I ARE PARALLEL TO WALL W PLAN FOR MORE ROOF SHEATHING ATTACHED PER NAILING O W W0 1 INFO I SCHEDULE p O H O RISERS PLYWOOD FLOORING SEE LIJ Z Z 1 I I I FLOOR FRAMING PLAN I C0 — 2x P.T. BASE PLATE SEEFOR MORE INFO TREADS 2x BASE PLATE w/12d @ 24" O.C. F-- 0 Z BEARING SCHEDULE I I I TO FLOOR SYSTEM BELOW p (,) FOR A.B. INFO W >- O SEE PLAN FOR I \ LU O IORE SEE FOUND. PLAN FOR FTG. REQ. � INFORMATION 2x12 STRINGERS ONE A ON EACH SIDE AND — — 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH ONE @ MID -SPAN- _ FLOOR GIRDER SEE � STRUCTURAL ENG: BED /BAD O SCHEDULE ON FLOOR PLANS FOR TOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS < @' --- LOCATION &CONNECTION INFO Q DRAFTING: - MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE STUD AND (5) 10d NAILS INTO HEADER H z STRUCT: RLB R REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST w SEE CHART FO Q �,�ub,Nc CO 9 QC CHECK: CC B O JACKS / KINGS # OF STUDS TO O FLOOR HEADER CONTACT EOR TO � JOB No. TM - 2142533 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE s.ANFORD D SCALE: As INDICATED OF STRINGERS. FASTEN TO _------- - -- FLOOR w/(4) 1/4"x3"TAPCONScA1tc��� ~ DATE: 12/18/2014v�---- 2nd STORY INTERIOR BRG. ATTACHED ALINGSHEATHINGHER rSR01 GENERAL LANDING &AF1 TYPICAL WALL "F1 ATTACHED PER NAILING SCHEDULE SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS STAIR FRAMING I N G INFO SCALE: 3/4" =1'-0" =1'-0" .. 7 4WALL &EXTERIOR SECTION SCALE: 3/4" 1 SD6 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. I I I (2) 2x SPF 1 I I I I TOP PLATES (2) 2x HEADER 1 I 12x STUDS SEE PLAN SEE FLOOR PLAN FOR MORE I 1 1 1 INFO 1 I 1 1 1 B I 1 1 I 1 2x SPIF BASE PLATE PRE-ENGINEERED PLYWOOD ,�IiEATHN0 IG OVER LANDING 006 1� ATTACHED PER GENERAL W 0 to STANDARD (3) 2X12 FLOOR CONSTRUCTION -- SEE TRUSS PROFILE/ARCH PLAN O W " Q$ STRINGERS w/ SIMPSON NOTES FOR MORE INFORMATION J F- A35/USP MP34 CLIP TO 12 LU .. PRE ENGINEERED WD Q _ �C a FLOOR SYSTEM & 2x8 #2 SYP JOISTS @ TRUSSES @ 24" O.C. Z LANDING FRAMING LANDING 16"O.C. w/ N FIBERGLASS SHINGLES OR �' SIMPSON A35/USP MP34 0 O p TILE VERIFY WITH ELEVATION S OR LUS26 HANGER ON w O Q EACH SIDE TRUSS ANCHOR (SEE PLAN) Z L1J Z o z J U (2) 2X12 REQ'D @ END OF o O LANDING FOR STRINGERS z g ROOFING FELTLL VJ G, TO CONNECT TO w/ (2) g O SIMPSON A35/USP MP34 a. w O APA STRUCTURAL SHEATHING U i- N EACH END TO LEDGER ATTACHED PER NAILING SCHEDULE < W SEE PLAN FOR MASONRY z LU _ WALL OR WOOD WALL _ MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE Ww O END OF LANDING W/ MIN. (6) a 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY FLOOR SYSTEM WALL) CONT LIEDGER w/ (3) 16d O H (2) 2x HEADER SEE PLAN FOR z MORE INFO &CONNECTIONS NAILS @ 16" O.C. MAX. TO SEE 2nd FLOOR PLAN FOR < „ APPROPRIATE HEADER DETAIL SEE ELEV. WINDOW SEE PLAN FOR LOCATION I I I KNEEWALL OR BEAM PLAN VIEW LANDING EACH STUD, ((2) 1/4„ x 3 1/2 TITENS @ 16” O.C. MAX. FOR MASONRY WALL) 2x #2 SPF STUDS @ 16" z O.C. w/ EXTERIOR z 1 (2) 2x SPF I I I 3/4 PLYWD. DECKING SHEATHING FROM TOP OF WALL TO TOP PLATES I I I MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR _ 11 1 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 p STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW z B I I FLOOR SYSTEM NAILS WALL SHEATHING IS EQ - Z STOPPED BELOW ROOF C 0 .! 2x STUDS SEE PLAN I I I PER PLAN SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ (2) 2x HEADER LINE SEE FLOOR I ARE PARALLEL TO WALL W PLAN FOR MORE ROOF SHEATHING ATTACHED PER NAILING O W W0 1 INFO I SCHEDULE p O H O RISERS PLYWOOD FLOORING SEE LIJ Z Z 1 I I I FLOOR FRAMING PLAN I C0 — 2x P.T. BASE PLATE SEEFOR MORE INFO TREADS 2x BASE PLATE w/12d @ 24" O.C. F-- 0 Z BEARING SCHEDULE I I I TO FLOOR SYSTEM BELOW p (,) FOR A.B. INFO W >- O SEE PLAN FOR I \ LU O IORE SEE FOUND. PLAN FOR FTG. REQ. � INFORMATION 2x12 STRINGERS ONE A ON EACH SIDE AND — — 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH ONE @ MID -SPAN- _ FLOOR GIRDER SEE � STRUCTURAL ENG: BED /BAD O SCHEDULE ON FLOOR PLANS FOR TOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS < @' --- LOCATION &CONNECTION INFO Q DRAFTING: - MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE STUD AND (5) 10d NAILS INTO HEADER H z STRUCT: RLB R REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST w SEE CHART FO Q �,�ub,Nc CO 9 QC CHECK: CC B O JACKS / KINGS # OF STUDS TO O FLOOR HEADER CONTACT EOR TO � JOB No. TM - 2142533 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE s.ANFORD D SCALE: As INDICATED OF STRINGERS. FASTEN TO _------- - -- FLOOR w/(4) 1/4"x3"TAPCONScA1tc��� ~ DATE: 12/18/2014v�---- 2nd STORY INTERIOR BRG. ATTACHED ALINGSHEATHINGHER rSR01 GENERAL LANDING &AF1 TYPICAL WALL "F1 ATTACHED PER NAILING SCHEDULE SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS STAIR FRAMING I N G INFO SCALE: 3/4" =1'-0" =1'-0" .. 7 4WALL &EXTERIOR SECTION SCALE: 3/4" 1 SD6 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.