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HomeMy WebLinkAbout294 Big Spring Ter 16-1624 (new sfh) (a)LOT 17 2 - THORNBROOKE 40 's DARLINGTON - 2585 - ELEVATION "B" GARAGE LEFT TAYLOR MORRISON THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.N,, 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. 05-18-16 CREATED LOT 5PECIFIC PLAN FOR LOT 112 IN THORNBROOKE 40's, ELEVATION "B" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: (2) BAR PENDANT PRE -WIRE, (1) CEILING FAN PRE -WIRE, FRONT DOOR GLA55 INSERT, UNDER CABINET LIGHTING AT KITCHEN, ADDITIONAL 51NK AT BATH 3, 9 FT. POCKET SLIDER AT FAMILY ROOM, S FT. INTERIOR DOORS AT MAIN FLOOR, VENT HOOD TO OUT5IDE, R-38 INSULATION, LAUNDRY TUB ROUGH -IN AND 15T AND 2ND FLOOR IRON 5ALU5TER5. PLAN REVISIONS RECORD COPY REVIEWED FOR CODE CpMpLIANCE E� RIRNSXAM�NE'�-�_ DAT SANFQR® BIJILOING DIVIS101+1 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 #16-1624 ;,v1W11y0, SANFORD lok-4A R'r��►'�� DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS GENERAL CONSTRUCTION NOTES: CHAPTERS AND 5ECTION5 REFER TO F.B.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) R102,3.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS To BE PER F.B.C.B. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 5PACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM c 926. PER F.B.C.R. 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2(o GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F5,G.R 5TH EDITION (2014) R103L3 WATER RES15TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6:5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL UOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE IN5TALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BA5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL. CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, DWELLING / GARAGE OPENINGS: ,M X w w DAVIS BEWS DESIGN GROVP THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMBow to 000 0 EST. 1994 o 0 'j. i, CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE.z 0�M. W" • Y/ sm N .. Cy ,= L >>JN 0= PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION... 6aLL .• © Cc 0 0 :9 gat, (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION - 0L. 0 jL- $NN.. L J * W cis CLAY AND CONCRETE TILE (IF APPLICABLE) : o a Zc`DvGet THE INSTALLATION OF CLAY AND CONCRETE TILE PER R5LR. - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR DWELLING / GARAGE OPENINGS: ,M DAVIS BEWS DESIGN GROVP THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMBow 150 S7 ATE STi = EAST OU MAR, FLORIDA 34677 813. 92-5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 DWELLING / GARAGE OPENINGS: ,M THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMBow �.•►.•�,, CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE.z ;'� W" • FLOOD ZONE REQUIREMENTS: .. Cy 0= PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION... .• © l C1 2C - INTERIOR ELEVATIONS STAIR SECTION ASPHALT SHINGLES lIF APPLICABLE) DETAILS ``'•�h°Z ram. 3B1 -FRONT ELEVATION 3B2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 -FLASHING DETAILS 3B4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOUR ELECTRICAL PLAN 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN I=BC. ATTENTION GENERAL CONTRACTOR/ BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFIC T RAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 hiWGQ N(1C I. WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN //111 14 ,1111. 1 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION , ",INN $NN.. cis CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER R5LR. - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5D 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDERLAYMIENT PER F.B.C.R - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA65 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y -O" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T -O" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: 0 I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U61NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. ' MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. N 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, SERVICED, 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 CONTROL 51DE TO SERVICE AN APPLIANCE.0 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 126 GAUGE (0.48 r� mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS >= 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL SPACE. • 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT 015CHARGE 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 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE 2585 MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER • 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 "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN I=BC. ATTENTION GENERAL CONTRACTOR/ BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFIC T RAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 hiWGQ N(1C 11 15'-0'1 t')l All AIR HANDLER LINES FROM 31-011 UPPER FLOOR ELEVATION 3/4" CONDENSATION OL HB.T l) 0' 4" DRAIN BY PLUMBER 91-011 11-411 `Q Lu > a Lu ti PITCH 1/8" / FT. 81-411 65'-4" TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES 3'-011 G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * co 8" G.M.U. WALL ABV. Lo r 0 p 8" CM.U. WALL 0 J 0 _jMNF, I 'A 's O Y/ MC MCIk 6 > > C, V ` _ _ABV. ij411P.VC,L 0 0 45 ��.0 r� OJ CO E I l_L y p� cu C4 J * (D ttln y� T F,6� — — J L _ - _ J '�- 3/4" CONDENSATION BY PLUMBER = TILE C9 SEAT3"-0"x3-0" 1�1 L J / `"'"DRAIN 5'-4" 13' 8" A/C PAD (5EE MECH. ' ABV. �I �^ CONTRACTOR 20' -II" 2' I" I' 8" 31.1011 I 1 I- J r FOR LOG. 10'-1011 I I $1.111 21_QI1 21.011 '''�, 28'-911 � A PAVERS _ 411 P.v.G, 0° II T C�I I II 3/4" RECE55 cO FOR ENTRY DR 1 --JI 12'-111 �_4 314" I 3/4" CONDENSATION CO DRAIN BY PLUMBER I I AIR HANDLER LINES FROM I'-3" 2'-5" IS' -611 i Q11 V UPPER FLOOR N ROUGH -IN _ - v 0 AIR HANDLER NOTE: L.T. LINES FROM UPPER FLOOR ALL 5LA5 ANGLES 2'-111 i " ARE AT 45° (UN.O.) PAVER DRIVE / LEAD WALK \ i REFERENCE ELEVATION w iLu i c, (4) 0'-011 \� >� M "' ;;�� \oLIJ PROVIDE WATER \� PITCH i PITCH "' ` o LINE FOR ICE MAKER CJ TO DRAIN i C.J. Q I/8" / FT. ° o h' -------- ------- ----------- ---------------------- N 31'611 1 - SLAB i 3B2 m OF REF. 1 311.1011 - �� 9'-111 31-91' 20'-011 i 811 101 G.C. VERIFY ACRYLIC F 1 _a 111 Cr�1 l J v 811 811 ON LANAI 1 IL 50 GAL i d r� W.N. r i v = i'A cA c0 81-411 65'-4" TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES 3'-011 G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 T'EL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ID EST. Aw ? U N =a •0 rZ xk` pi �. Ncm 0 (1) 11111111111114 ne, 0 0 ON N oC :2585 ��U.DING p, 0RID 0� A,�� #16 1624 SLAB INTERFACE PLAN SCALE: 1/4" = I'-011 GARAGE LEFT co Lo r 0 p 0 J 0 _jMNF, I 'A 's O Y/ MC MCIk 6 > > C, V ` _ °off,0 . 0 0 45 ��.0 r� OJ CO E I l_L y p� cu C4 J * (D ttln y� T 00 Z N oe JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 T'EL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ID EST. Aw ? U N =a •0 rZ xk` pi �. Ncm 0 (1) 11111111111114 ne, 0 0 ON N oC :2585 ��U.DING p, 0RID 0� A,�� #16 1624 SLAB INTERFACE PLAN SCALE: 1/4" = I'-011 GARAGE LEFT .In JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED DAVIS BEWS DESIGN GROVP oZ 19' 4 SLOPING I 2 5 OR 9' 4" AIR HANDLER CLG. LINE OF 5ECOND I 150 STATE STREET EAST FLOOR ABY. OI DSM "+R, FLa�A 34677 CLG. GLG. I I VO UME LINES FROM BARREL ARCH I 813, 925.1300 TEL FLUSH FRAME UPPER FLOOR FROM 8'-6" �/ ROUGH -IN I 813. 925 .1800 FAX L W W — — — — 6l \ u WnAVISBEWS COM T.O.M. TO FURRING f R/5 I UP � \ \ TO 8 I(D / L.T. t-j5TAIR DATA: \ \ / A • 1 IS R15ER5 AT \ LINE OF 5ECOND '- OPENING0 UNDER I 42" H 1.38" EACH\ �� FLOOR ABV. I PAVER DRIVE /LEAD WALK A ` ,.•••'••''��i TDM. T.O.M. i RAILING 10.0(0 TREADS CPT. TILE ARCH FROM 9' 4" 9' 4" 8 6 TO V-10" ", • r. OZ AFF. STAIRS I I INSULATE I G.C. VERIFY \ '�ABOVE I1 11 I ; z N ..• .J► G.C. VERIFY I 15r FLOOR IRONS �"�cI 1 1 I GARAGE I v �! AACRYLIC o 2 STORY 91- '-4" BALU5TER5 �I 1 1 I 20'-o"x20'-o" I '`'' „Z vs .. ON LANAI �_ CLG. I CLG. \ �I 1 I 9'-4" PLT. HT. I I ^AA i . ••"�- •.� _ �I 1 I I 3B2 '���'. •'lea LANAI I \ / KITCHEN I �, �L FAMILY ROOM ARCH FROM DINING i 9'-8"x14'-4" e 19'-6"x14'-0" 8'-0" TO V-8" I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. I o 1 Lu 9'-4' PLT. HT. 2 -STORY VOLUME I A 9'-4" FLAT CLG. I - I INSULATE Q I W. WALLS w Q N 6' LINE OF 5ECOND � n FLOOR ABV. I I * * * * I I o �� G.C. VERIFY 8'-0" H. I O - ` RANGE I 50 GAL. z BOTT. OF LINTEL INTERIOR DDORS I I I W/ HOOD I W.N. L - - - - - - - - AT 8' 0" AFF T.O.M. AT MAIN FLOOR _ I T.O.M. IFO.H.G. __00 O.H.C. AFF. T.OM. T.O.M. T.O.M. 2 - 26 5H. VENT HOOD T.O.M. M. N.B. 9' 4" 9' 4" 9'-4° HD. AT 8' 0° TO EXTERIOR 9' 4" 9' 4"0 AFF. AFF. A.F.F. REFER To SHEET 2A2 FOR MAIN FLOOR PLAN 11ME1510N5 2582 5.1=. TYPICAL MASONRY AIR HANDLER x m DIRECT VENT DRYER THRU EXT. WALL ENTRE' 715.1". TD o lQ REFER TO SHEET 2A2 O J _j co T.O.M. LINES FROM TEMP. GL. ENCL. UPPER FLOOR 9.4 2 - 26 5H. 24 5H, 13 5H. FLAT HEADER T.O.M. g _4 FOR MAIN FLOOR PLAN DIMENSIONS ^�j�M H.B. ON 42" H. LOW WALL HD. AT 8'-0" HD. AT 8'-0" HD. AT 8'-0" AT 8'-0" A.F.F.EJ AFF. - , 3 -0 x3-0 A/C IPAD - 34`6-01' x3-0 A/C �I� IPAD :2,5 = - W.C. 13 5H 1/2 33 5H G.C. VERIFY FOR (SEE MEC. IPAD (5 CONTRACTOR I ISEE MECW. ICCNTRA E ME I 20" H. TILE �� 5 SH. LAV• SEAT Cj L 0 6.O ( ' � � I I I PED. LAV - - - - - - - - - 0 0 cc z of R35 CEILING INSULATION IFOR LOC.) I IFOR LOC.) I 0 51" owc i I� w I UTIL. I 'J 9'-4" 14 5H TOM. 9 4 24 5H G.C. VERIFY GLA55 L - - - J L - - - J x8 0 TILE SHOWER TEMP. GL. ENCL. L r.I- —I CLG. PWDR. I INSERT FOR FRONT 5F BFD 24" GL. ON 42 H. LOW WALL HAN5EN � W I � FLUSH FRAME PAVERS 25 5H DOOR '—' z 1'8x8 M. BATH DEN Box _ I I I00 g. 4.. CLG. TO FURRING <n -' GPT. TILE 9'-4" FLAT CLG. " 10 -4 x10 -6 �- - -a 16 5H1/2 ENTRY I o Q -a 36 5H G.C. VERIFY MA5ONRY OPENING5 FOR ALL WINIDOW5, e a g'-4" FLAT CLG. WINE)OW 5IZE5 AND INSTALLATION MAY VARY PER �% 9 -4 PLT. HT. I _ "' T.O.M. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW MASTER SUITEp$.o M.G. USED (51NGLE HUNG -5H, CASEMENT- C5MT, OR FIXEI) I 2-48-0 ARCH FROM ��' I '� Q 9'-4° 16'-0"x14'-4„ a I BFD 9 4 8 6 TO 8 10j / ���Q� I AFF. 9'-4" FLAT CLG. 9'-4" CLG. CLG. FLAT HDRFOYER AT 4'-4" CLG. I a 5EE SECTION �' 5 5H. 9'-4" FLAT CLG. INSULATE WALLS I— (2) 2-6x8-0 91-411 I _ _ - - _ r" - - _ .In JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED DAVIS BEWS DESIGN GROVP oZ 19' 4 SLOPING I 2 5 OR 9' 4" AIR HANDLER CLG. LINE OF 5ECOND I 150 STATE STREET EAST FLOOR ABY. OI DSM "+R, FLa�A 34677 CLG. GLG. I I VO UME LINES FROM BARREL ARCH I 813, 925.1300 TEL FLUSH FRAME UPPER FLOOR FROM 8'-6" �/ ROUGH -IN I 813. 925 .1800 FAX L W W — — — — 6l \ u WnAVISBEWS COM T.O.M. TO FURRING f R/5 I UP � \ \ TO 8 I(D / L.T. t-j5TAIR DATA: \ \ / A • 1 IS R15ER5 AT \ LINE OF 5ECOND '- OPENING0 UNDER I 42" H 1.38" EACH\ �� FLOOR ABV. I PAVER DRIVE /LEAD WALK A ` ,.•••'••''��i TDM. T.O.M. i RAILING 10.0(0 TREADS CPT. TILE ARCH FROM 9' 4" 9' 4" 8 6 TO V-10" ", • r. OZ AFF. STAIRS I I INSULATE I G.C. VERIFY \ '�ABOVE I1 11 I ; z N ..• .J► G.C. VERIFY I 15r FLOOR IRONS �"�cI 1 1 I GARAGE I v �! AACRYLIC o 2 STORY 91- '-4" BALU5TER5 �I 1 1 I 20'-o"x20'-o" I '`'' „Z vs .. ON LANAI �_ CLG. I CLG. \ �I 1 I 9'-4" PLT. HT. I I ^AA i . ••"�- •.� _ �I 1 I I 3B2 '���'. •'lea LANAI I \ / KITCHEN I �, �L FAMILY ROOM ARCH FROM DINING i 9'-8"x14'-4" e 19'-6"x14'-0" 8'-0" TO V-8" I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. I o 1 Lu 9'-4' PLT. HT. 2 -STORY VOLUME I A 9'-4" FLAT CLG. I - I INSULATE Q I W. WALLS w Q N 6' LINE OF 5ECOND � n FLOOR ABV. I I * * * * I I o �� G.C. VERIFY 8'-0" H. I O - ` RANGE I 50 GAL. z BOTT. OF LINTEL INTERIOR DDORS I I I W/ HOOD I W.N. L - - - - - - - - AT 8' 0" AFF T.O.M. AT MAIN FLOOR _ I T.O.M. IFO.H.G. __00 O.H.C. AFF. T.OM. T.O.M. T.O.M. 2 - 26 5H. VENT HOOD T.O.M. M. N.B. 9' 4" 9' 4" 9'-4° HD. AT 8' 0° TO EXTERIOR 9' 4" 9' 4"0 AFF. AFF. A.F.F. REFER To SHEET 2A2 FOR MAIN FLOOR PLAN 11ME1510N5 2582 5.1=. TYPICAL MASONRY • • x m WINDOW SCHEDULE ENTRE' 715.1". TD o lQ �c O J _j co 21" 31" 'A O� WINDOW CALL -OUTS Y/ ^�j�M ` cl, Lu 6 IL 0 0 :2,5 = 39" -� O 13 5H 1/2 33 5H > �E _0 Y 0) J Cj L 0 6.O ( ' 0 0 cc z of 0 51" .In JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED DAVIS BEWS DESIGN GROVP oZ 19' 4 SLOPING I 2 5 OR 9' 4" AIR HANDLER CLG. LINE OF 5ECOND I 150 STATE STREET EAST FLOOR ABY. OI DSM "+R, FLa�A 34677 CLG. GLG. I I VO UME LINES FROM BARREL ARCH I 813, 925.1300 TEL FLUSH FRAME UPPER FLOOR FROM 8'-6" �/ ROUGH -IN I 813. 925 .1800 FAX L W W — — — — 6l \ u WnAVISBEWS COM T.O.M. TO FURRING f R/5 I UP � \ \ TO 8 I(D / L.T. t-j5TAIR DATA: \ \ / A • 1 IS R15ER5 AT \ LINE OF 5ECOND '- OPENING0 UNDER I 42" H 1.38" EACH\ �� FLOOR ABV. I PAVER DRIVE /LEAD WALK A ` ,.•••'••''��i TDM. T.O.M. i RAILING 10.0(0 TREADS CPT. TILE ARCH FROM 9' 4" 9' 4" 8 6 TO V-10" ", • r. OZ AFF. STAIRS I I INSULATE I G.C. VERIFY \ '�ABOVE I1 11 I ; z N ..• .J► G.C. VERIFY I 15r FLOOR IRONS �"�cI 1 1 I GARAGE I v �! AACRYLIC o 2 STORY 91- '-4" BALU5TER5 �I 1 1 I 20'-o"x20'-o" I '`'' „Z vs .. ON LANAI �_ CLG. I CLG. \ �I 1 I 9'-4" PLT. HT. I I ^AA i . ••"�- •.� _ �I 1 I I 3B2 '���'. •'lea LANAI I \ / KITCHEN I �, �L FAMILY ROOM ARCH FROM DINING i 9'-8"x14'-4" e 19'-6"x14'-0" 8'-0" TO V-8" I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. I o 1 Lu 9'-4' PLT. HT. 2 -STORY VOLUME I A 9'-4" FLAT CLG. I - I INSULATE Q I W. WALLS w Q N 6' LINE OF 5ECOND � n FLOOR ABV. I I * * * * I I o �� G.C. VERIFY 8'-0" H. I O - ` RANGE I 50 GAL. z BOTT. OF LINTEL INTERIOR DDORS I I I W/ HOOD I W.N. L - - - - - - - - AT 8' 0" AFF T.O.M. AT MAIN FLOOR _ I T.O.M. IFO.H.G. __00 O.H.C. AFF. T.OM. T.O.M. T.O.M. 2 - 26 5H. VENT HOOD T.O.M. M. N.B. 9' 4" 9' 4" 9'-4° HD. AT 8' 0° TO EXTERIOR 9' 4" 9' 4"0 AFF. AFF. A.F.F. REFER To SHEET 2A2 FOR MAIN FLOOR PLAN 11ME1510N5 ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). 0 r 0 1 r***4 r%*.. ���>;D SANE HATCHING LEGEND ®t�t� IN5ULATE WALL ® �Rou � #16-16.24 TOTAL. LIVING 2582 5.1=. TYPICAL MASONRY 455 5.1=. !_ANAI WINDOW SCHEDULE ENTRE' 715.1". WINDOW WIDTHS �c 20" 21" 31" 53" H WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5H 32 5H Lu = 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '—' z 12" s 16 5H1/2 36 5H 26 5H 36 5H G.C. VERIFY MA5ONRY OPENING5 FOR ALL WINIDOW5, Lu WINE)OW 5IZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION6. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (51NGLE HUNG -5H, CASEMENT- C5MT, OR FIXEI) GLA55- F.G.) ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). 0 r 0 1 r***4 r%*.. ���>;D SANE HATCHING LEGEND ®t�t� IN5ULATE WALL ® �Rou � #16-16.24 TOTAL. LIVING 2582 5.1=. GAR,4GE 455 5.1=. !_ANAI 139 5.1=. ENTRE' 715.1". TOTAL. SQ, PT. 3241 &P. MAIN FLOOR PLAN NOTES GARAGE LEFT 2585 • TITLE • MAIN FLOOR PLAN NOTES • SHEET • 11 REFER TO SWEET 241 FOR MAIN FLOOR PLAN NOTES . I'-4'• 29'-0" 15'-0" 65'-4" 36'-4" ���1.pING �ANt~QRO 2 24 IMENSION SCALE: 1/4" = 1'-0" GARAGE LEFT x N w Lo U rO oto L ---J o _jM�0) L ---J 0 N co M Q `. >.>JM OGiL • r a U -0 0 c0 �EroN L J 0 �+ z .2 0 e � v REFER TO SWEET 241 FOR MAIN FLOOR PLAN NOTES . I'-4'• 29'-0" 15'-0" 65'-4" 36'-4" ���1.pING �ANt~QRO 2 24 IMENSION SCALE: 1/4" = 1'-0" GARAGE LEFT JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED Al DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • c EST. 1994 " //// U. „ S W is..1 �S 4 f ••off* a c c%Qr%%% oC J Fmm >= <- 2585 • TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 x N w Lo U rO oto o _jM�0) 0 N co M `. >.>JM OGiL • a U -0 0 0'c°0 �EroN L J 0 �+ z .2 0 JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED Al DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • c EST. 1994 " //// U. „ S W is..1 �S 4 f ••off* a c c%Qr%%% oC J Fmm >= <- 2585 • TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 PROVIDE n n.n/1�trMn SII -.. I. i......., ')All II Ai/ REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMEN51ON5 3(05(0 5H. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURI:ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY' WITH 8310 PER F.B.C.R. - VH EDITION (2014). TYPICAL WOOD FRAME wxu') WINDOW SCHEDULE r WINDOW WIDTHS �p O 2011 2411 3611 4011 Ln WINDOW CALL -OUTS r �0Md1 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W '-1 L *6�•M _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J Ya) cis C-4 �Qcch 0 36" 4 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H Z 60° s 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOW5, Ln Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER F- MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5E1) 151NGLE HUNG -5H, GA5EMENT- 05MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY' WITH 8310 PER F.B.C.R. - VH EDITION (2014). • JOB NUMBER 26002.097• CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED DAVIS BEWS DESIGN GROVP 813 .92.5.1800 FAX W W W.DAVLSBEW&COM TAMPA � LL gyp\ `` •�• ti� �� �z r� d w w SQ SAW:°R° _1624 UPPER FLOOR PLAN NOTES SCALE: 114° : 11.0° GARAGE LEFT • TITLE • UPPER FLOOR PLAN NOTES wxu') r r 0 t O JJ O Lom 6)7 cq �0Md1 -n ac N5,- '-1 L *6�•M 00 �= 0 o J c Q Ya) cis C-4 �Qcch 4 z OT • JOB NUMBER 26002.097• CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED DAVIS BEWS DESIGN GROVP 813 .92.5.1800 FAX W W W.DAVLSBEW&COM TAMPA � LL gyp\ `` •�• ti� �� �z r� d w w SQ SAW:°R° _1624 UPPER FLOOR PLAN NOTES SCALE: 114° : 11.0° GARAGE LEFT • TITLE • UPPER FLOOR PLAN NOTES U #T6_1624 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED x 150 STATE STRF.I'T EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVEREST. 19 / 0-j 0 `0VMNN1DLLM 00 r ��N 0 -1 3�E�.Y �W�0g� zN2v JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • DAVIS BEWS DESIGN GROW 150 STATE STRF.I'T EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVEREST. 19 / • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • * * * 5TAIR NOTE5: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RI5ER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG R301 AND TABLE 83015 PER F.B.C.R. - 5TH EDITION 12014). * * * * * * * G.C. VERIFY IRON BALUSTERS 42" H. RAILING 42" H. RAILING, FLOOR BEAM LINE OF 6'-8" MIN. BEAM FLOOR 5Y5TEM s 5Y5TEM Ii HEAD CLEARANCE x m V.. DESIGN GKOVP C'' 0 o OLDSMAR, FLORIDA 346?7 /4" PLYWD. o co TAMPA • D 1 -�� EST. 199 DECKING U 36 R CONTINUOUS N r >> J6 6N M Qin LL O Q GRASPABLE 10.001, 2x STRINGERS ,,, �Y m�0 RAILING () coq Z J �O(U' co cc z RAILING I" N051NG u T (TYP) co 2x TREADS AND `r 5TORAGE UNDER Ix R15ER5 (TYP.) 5TAIRRR5 e 11 TREADS AT 10,00" EACH STAIR SECTION SCALE: 1/4" = I' -m" TYP. ARCHWAY ASCALE: 1/4" : I'-011' USANFORD #16-1624 PLAN DETAILS- &CALE: 1/4" = I'-0" GARAGE LEFT' JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED • s DAVIS BEWS x m V.. DESIGN GKOVP C'' 0 o OLDSMAR, FLORIDA 346?7 $13.925.1300 TEL o co TAMPA • D 1 -�� EST. 199 U V N r >> J6 6N M Qin LL O Q E0-jCp �Y m�0 coq Z J �O(U' co cc z JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED • s DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 346?7 $13.925.1300 TEL $13.925.1$00 FAX W W W.DAVISBEW&COM TAMPA • D 1 -�� EST. 199 'Zw0 >l ,� A cv act 4cc Oz C w z ISL.. W V N DC ri�•rnrr•rirr�r••i•�rni�rrr• >m • 2585 TITLE • PLAN DETAILS • SHEET • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THI5 DETAIL SNOWS THE TYPICAL THICKNESS O w Ur A" IWIMU I CA I UNCL) MINIUM DIL 1NL IINU W_ AND SAND FINISHED KEYSTONES (WHERE x > APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT LuSPECIFIC KEYNOTE CALL -OUT _ INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4° EDITION (2014) R1031o.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND ASTM C 92C . TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" �c 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 I =i 12 6� Q6 /SHINGLE ROOF 6" BANDING 12 G.G. VERIFY -- STUCCO D6 FASCIA CALL -OUT FINISH -- (TYPICAL) PLT. HT. = SHINGLE ROOF - PLT. HT. L STUCCO 16TUCCO FIN15H FINISH 4" BANDING (TYP.) T * 6" BANDING 6 12 L 5rucco 12 � 12 FIINSH Q6 /SHINGLE Q6 SECOND FF. LINE ] ROOF SECOND F.F. LINE T.O.M. �— SHINGLE ROOF C Uo lQ joo 3" BANDINGBANDING Jr�il�� 8" SANDING r cq co N_ % > J N e V op`LL 0 0 a 5.0 TEXTURED FINISH o_jC°kv o Y : cmW J *+ 00 h z . 2 0* [71 [71 [71❑ TEXTURED _1 ❑❑❑❑DODO `�' FINISH SMOOTH rExruRED� QUOINS (TYP.) >- ❑❑❑❑❑❑❑� SMOOTH TEXTURED TEMP. QUOINS (TYP.) MAIN F.F. LINE _ - _ _ _ MAIN F.F. LINE _ GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) G.C. VERIFY GLA55 FRONT ELEVATION DO R FOR FRONT SCALE: 1/4" : I'-0" \IWI 01 SANFORD 10 PA R #16_1624 ELEVATION "B GARAGE LEFT JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED 6D 16 -a DAVIS BEWS DESIGN GROUP 150 STATE 5TR.EE'7- EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WWW DAVLSB�yMI/ TAMPA % w caMill i z w z 0 0 >m r cv oC J 2585 • TITLE • FRONT ELEVATION DETAILS • SHEET • • x W C Uo lQ joo 0 Jr�il�� cq co N_ % > J N V op`LL 0 0 a 5.0 o_jC°kv o Y : cmW J *+ 00 h z . 2 0* \IWI 01 SANFORD 10 PA R #16_1624 ELEVATION "B GARAGE LEFT JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED 6D 16 -a DAVIS BEWS DESIGN GROUP 150 STATE 5TR.EE'7- EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WWW DAVLSB�yMI/ TAMPA % w caMill i z w z 0 0 >m r cv oC J 2585 • TITLE • FRONT ELEVATION DETAILS • SHEET • LANAI ROOF VENT REQUIREMENTS —--------- ----- ------------------- VENTILATION CALCULATIONS I ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 I I HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN.---- ----------- -- ACTUAL SOFFIT VENTILATION = 232.8 SQ, IN. L 6:12 "! n I r I I y� I �Q I I I I UPPER ROOF I VENT REQUIREMENTS I VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. p X 144 = 703 SQ, IN. Qk 6:12 "' 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 I j HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION =1477,6 SQ. IN. I I I I I I I I I I I � I I I I w L I 6:12 6:12�F� VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I---- ----- ---------J I • x m 6:12 z `16�- M I O Ilm N ROOFF w w � QoIL. I x 6:12 -nom, 6:12 > ~�— —• I LOWER ROOF VENT REQUIREMENTS i J Z 04 m 'ON, VENTILATION CALCULATIONS T z N � Lu ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. = r X 144 = 254 SQ. IN. -o HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. 8" ROOF #UPPER 2/3 ROOF VENTS REQUIRED =1 8" ROOFLE HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. _ ACTUAL SOFFIT VENTILATION = 510.9 SQ. IN, TYP. OVERHANG T.O.M. AT HIP AA (U.N.O.) G.C. VE FOR ROOF PLAN. 838 CEILING INSULATION SCALE: 1/8" : 14" 11/2° THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING \u INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" 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 SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F-15-C.R. - 5TH EDITION (2014) R3122 v 12 6['_-, GONG ,- LINTEL 12 GIRDER ro TRU55 -\ 12 �6 SECTION AA. SCALE: 1/8" : 14" 6 12 • x m z 612 M O Ilm N ROOFF w w � QoIL. x > L ZSTUCCO /STUCCO LSTUCCo i J Z 04 m 'ON, \u INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" 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 SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F-15-C.R. - 5TH EDITION (2014) R3122 v 12 6['_-, GONG ,- LINTEL 12 GIRDER ro TRU55 -\ 12 �6 SECTION AA. SCALE: 1/8" : 14" ------ SCALE: 1/8" : 1'-0" 12 E 12 12 6 2 -SHINGLE �6 -~ SHINGLE ROOF PLT. NT. ROOF - PLT. HT. FINI51�7 � 12 SECOND FF. LINE_ 8 "—SHINGLED4L SECOND FF. LINE T.O.M._ ROOF - T.O.M. TEXTURED TEXTURED FINISH FINISHZIP TEMP. MAIN F.F. LINE _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" : 14" 6 12 • x m SHINGLE ROOF 612 LwHINGLE cq 0 2 CNO Ilm N ROOFF ` >>Ja PLT. HL QoIL. 00 :21) .0 PLT, HT, 0-i r.O 15.E ZSTUCCO /STUCCO LSTUCCo i J Z 04 m 'ON, T z N � FINISH 7 4 2 SHINGLE FINISH = r FIN15H SECOND FF. LINE T.O.M. 8" ROOF SECOND FF. LINE 8" ROOFLE _SECOND F.F. LINE _ T.O.M. M /TEXTURED FIN15H ;l /TEXTURED FINISH v, /TEXTURED FINISH MATCH DISTANCE F MAIN F.F. LINE _ _ _ _ _ _ _ - - _ _ _ _ _ AT FRONT _ - _ -MAIN F.F. DINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION ------ SCALE: 1/8" : 1'-0" 12 E 12 12 6 2 -SHINGLE �6 -~ SHINGLE ROOF PLT. NT. ROOF - PLT. HT. FINI51�7 � 12 SECOND FF. LINE_ 8 "—SHINGLED4L SECOND FF. LINE T.O.M._ ROOF - T.O.M. TEXTURED TEXTURED FINISH FINISHZIP TEMP. MAIN F.F. LINE _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" : 14" JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD&NAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WWW-DAVISIIEWS.COM Isil1 • co am 4 f� • ri:..�l. z 0 0 V) W L.L H new 0 N p� 612 2 6 SHINGLE 12 1 --%% (D 2 HINGLE ROOF ROOF 12 6 J PLT. HT. - - - - - - PLT. HT. LSiUGCO TEMP. -Q FIN15H �--ST'UCCO SHINGLE * *- FINISH /SHIN ROOF % J GLE 12 /` d SECOND F.F. LINE_ _ ROOF 6� 8" _ SECOND FF. LINE _ SECOND FF, LINE T.O.M. _ T.O.M. _ /TEXTURED MATCH FIN15H DISTANCE �l MAIN FF. LINE AT FRONT W TEXTURED E12585 FINISH MAIN F.F. LINE GRADE LINE TEMP. GRADE LINE �vILU�i, (ASSUMED) FR DR. (ASSUMED) c SANFC)pD RIGHT ELEVATION RTM" SCALE: 1/8" :1'-0' 1 6„ 1 6 24 ELEVATION "B” GARAGE LEFT • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • • x m C071U) 0 J 0 Lo Jcih'm cq 0 2 CNO Ilm N ` >>Ja QoIL. 00 :21) .0 0-i r.O 15.E i J Z 04 m 'ON, T z N � JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD&NAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WWW-DAVISIIEWS.COM Isil1 • co am 4 f� • ri:..�l. z 0 0 V) W L.L H new 0 N p� 612 2 6 SHINGLE 12 1 --%% (D 2 HINGLE ROOF ROOF 12 6 J PLT. HT. - - - - - - PLT. HT. LSiUGCO TEMP. -Q FIN15H �--ST'UCCO SHINGLE * *- FINISH /SHIN ROOF % J GLE 12 /` d SECOND F.F. LINE_ _ ROOF 6� 8" _ SECOND FF. LINE _ SECOND FF, LINE T.O.M. _ T.O.M. _ /TEXTURED MATCH FIN15H DISTANCE �l MAIN FF. LINE AT FRONT W TEXTURED E12585 FINISH MAIN F.F. LINE GRADE LINE TEMP. GRADE LINE �vILU�i, (ASSUMED) FR DR. (ASSUMED) c SANFC)pD RIGHT ELEVATION RTM" SCALE: 1/8" :1'-0' 1 6„ 1 6 24 ELEVATION "B” GARAGE LEFT • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • �n BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST ROOF MATERIAL PER ELEVATIONS WITH APPROVED UNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISHI WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST Ol e�R WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O O FOR OPTIONS) CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / i / EXTERIOR RESISTIVE SHEATHING BARRIER N___TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) i 2 i i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36 1 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND v;t LASHING. EMENT PLASTER STOP ATERPROOF MEMBRANE j I I 20" FLOOR TRUSS I I I I I I I SEE STRUCTURAL FOR ° CONNECTORS k 24" FLOOR TRUSS �- SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. -2X8 TRIM BOARD -STUCCO "J" MOLD -7/16" O.S.B. SHEATHING -TEXTURED CEMENT PLASTER FINISH 15/32 O.S.B. SHEATHING x ro w BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z J to 00 p_jmNF) 0 FLASHING UNDER S.G.D. AS 0 i 1 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF z -1 ac`IL Lu CONST. ADHESIVE TO BE APPLIED p0 N� '0-�ti CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR y0ro°' BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 0 ZN200 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING ��� � PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST Ol e�R WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O O FOR OPTIONS) CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / i / EXTERIOR RESISTIVE SHEATHING BARRIER N___TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) i 2 i i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36 1 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND v;t LASHING. EMENT PLASTER STOP ATERPROOF MEMBRANE j I I 20" FLOOR TRUSS I I I I I I I SEE STRUCTURAL FOR ° CONNECTORS k 24" FLOOR TRUSS �- SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. -2X8 TRIM BOARD -STUCCO "J" MOLD -7/16" O.S.B. SHEATHING -TEXTURED CEMENT PLASTER FINISH • JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED I� 1� WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING DAVIS BEWS DESIGN GROVP EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL L50 STATE STR.EET EAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OUXWA& MORMA 346" 813 925.1300 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925.1800 FAX W W W.DAVISBEWS.COM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TAMPA . ,_>Er . . PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE EST. 1994 WITH SECTION R702.7 OF THE CODE. ,```������•o ��i,���, R703.2 WATER -RESISTIVE BARRIER ~ rw ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF _ ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER =d E- osp THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS '� •• r THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.P` N Z R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT w ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND z CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. cv oC1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1 � 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORD - �PAR'� - #'t6 624 • SHEET • FLASHING DETAILS N.T.S. x ro w �LO J to 00 p_jmNF) 0 0 M z -1 ac`IL Lu p0 N� '0-�ti 01 c0 y0ro°' tJ*W `C4g 0 ZN200 • JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED I� 1� WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING DAVIS BEWS DESIGN GROVP EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL L50 STATE STR.EET EAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OUXWA& MORMA 346" 813 925.1300 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925.1800 FAX W W W.DAVISBEWS.COM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TAMPA . ,_>Er . . PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE EST. 1994 WITH SECTION R702.7 OF THE CODE. ,```������•o ��i,���, R703.2 WATER -RESISTIVE BARRIER ~ rw ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF _ ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER =d E- osp THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS '� •• r THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.P` N Z R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT w ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND z CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. cv oC1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1 � 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORD - �PAR'� - #'t6 624 • SHEET • FLASHING DETAILS N.T.S. "IHEATHING EXTURE IN15H COAT 3ROWN COAT )CRATCH COAT )ELF -FURRING .ATH WO LAYERS WRB JEEP SCREED EWINATE SELF OHE5IVE FLASHING aT LOWER N05E OF 1.W.W.S. )ELF ADHESIVE LASHING 1A50NRY BLOCK )ALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) — DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM OF / THRESHOLD SECTION -A (SEE ° DETAIL WP02) ° SELF -ADHERED FLASHING / \ /O, / } F NAILING FLANGE SELF -ADHERED FLASHING O• DO NOT FLASH OVER —� i / SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WPO7) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER MAI I CUCATUMI!'_ j ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING j GALV. MTL. - L' FLASHING co DIVERTER FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH °'° ° °< °r, HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING CAULKING FIGURE 2: WALL FINISH 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL EXTERIOR TEXTURED, PAINTED MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE ASPHALT BASED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING y 0 M UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW MIN: ISLOPE R (REQUIRED AT REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) BEHIND FLASHING LETTER ON CHEMICAL / ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP SCORED COMPATIBILITY AND EXTENDING A RELEASE PAPER SELF -ADHERED FLASHING ° / F- z SELF -ADHERED FLASHING, �' � (BEFORE FOLDING, SCORE / to o 0C rl EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE ° DETAIL WP02) ° SELF -ADHERED FLASHING / \ /O, / } F NAILING FLANGE SELF -ADHERED FLASHING O• DO NOT FLASH OVER —� i / SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WPO7) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER MAI I CUCATUMI!'_ j ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING j GALV. MTL. - L' FLASHING co DIVERTER FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH °'° ° °< °r, HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING CAULKING FIGURE 2: WALL FINISH 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER �E CONTRACT RSO ]A TYPICAL ROOF TO WALL FLASHING DETAIL \10&oeo" s� 7p✓pV�/�C 'vsy oo� o�_yl 00 �F �p�a z s' o vN'Dv`� MSN \ \ R e ENo\PP tP �oGe �'yT�TO'c 6:�N G°JRA H oo��s� 3Ro CIOURGoURSE \ ase Mil Prof 240 1ST co \ RAKE METAL a2 z9 5 „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED, EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE FIGURE 4: VALLEY DETAIL 8" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT -- MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 �— BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 11/149111 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED TEXTURED, PAINTED x 0 ICKET AS EXTER. WALL FINISH EST. 1994 ASPHALT BASED ECIFIED ROOF CRICKET: 6" X 18" H GALV. y 0 M SEALANT APPLIED PLAN' MIN: ISLOPE R (REQUIRED AT FLASHING CONT. L Lm oo� BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP O CO 05 AND EXTENDING A LOCATIONS) AT ENTRY ROOF F- z ro .0J+'f0 MINIMUM OF 6" ABOVE to o 0C rl SHINGLES w = VERTICAL RISE OF FLASHING AT KNEEWALL 6" X 18" H GALV. `- - FLASHING CONT, N SEALANT — ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER �E CONTRACT RSO ]A TYPICAL ROOF TO WALL FLASHING DETAIL \10&oeo" s� 7p✓pV�/�C 'vsy oo� o�_yl 00 �F �p�a z s' o vN'Dv`� MSN \ \ R e ENo\PP tP �oGe �'yT�TO'c 6:�N G°JRA H oo��s� 3Ro CIOURGoURSE \ ase Mil Prof 240 1ST co \ RAKE METAL a2 z9 5 „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED, EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE FIGURE 4: VALLEY DETAIL 8" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT -- MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 �— BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 11/149111 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED x 0 DAVIS BEWS DESIGN GROUP Cro 00100 EST. 1994 Lo 0 J co y 0 M L Lm oo� 00 O CO 05 E _OJ LLY �(n ro .0J+'f0 to o 0C rl Z N L d JOB NUMBER 26002.097 CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED METAL FLASHING 1 1 1 IV/ \1.- Y/ %LVL- 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASHING 6" J IS AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN ,1LDl )�� TYPICAL ROOF TO SANFtJ WALL FLASHING DETAIL PLAN VIEW °F"4rz ^��� #16-16Z4 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND I_LASHING C ETAI LS WATERPROOFING METHODS TO BE USED. Kt5. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925 1300 TEL 813 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 METAL FLASHING 1 1 1 IV/ \1.- Y/ %LVL- 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASHING 6" J IS AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN ,1LDl )�� TYPICAL ROOF TO SANFtJ WALL FLASHING DETAIL PLAN VIEW °F"4rz ^��� #16-16Z4 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND I_LASHING C ETAI LS WATERPROOFING METHODS TO BE USED. Kt5. ELECTfRICAL KED DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER WEATHERPROOF DUPLEX OUTLET I.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 c- FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) [D PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR { Q TELEPHONE (OPTIONAL) T TELEVISION (OPTIMAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c(, ROUGH -IN FOR OPT, CEILING FAN v J c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) A$ INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411(UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.1. PROTECTED (GF.P. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.G.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURRING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. (2) A/C HORIZ DIRECT VENT DRYER HORIX DISCONN. MAKE-UP THRU EXT. WALL MAKE-UP FIT F9- t LIGHT LIGHT -� r – – – -i r---, WP.0 FIE ���17 0 220v. UTIL.-------- 3pi I I GF.I. j L ---J L_ DEN I I pW jQ</ W�. M. BATH ROUGH -IN GF.I. MASTER SUITE �-- FOR OPT. — —' ENTRY i HORIZ. MAKE-UP </ \% FANLIGHT 0 I \ I � I .� G.F.I. ROUGH -IN FOR OPT. \ I I U GF.I. FOR FAN/I-IGHT \' I I �� a PENDANT G.F.I. AT 48" AT 48" LIGHT (VERIFY LOCATION) I r------- I sD I I I • 0 I I I CM PUSHBUTTON FOR CH FOYER / / GD. OPENER I \ SD ❑ \ / W.P. CM D I \ \ Lu WALL MOUNT 4 \ AT S'-8" I \ 11 ---� UP TO ol FAN/ LIGHT � LANAI W/FAN ) I KITCHEN DINING I l I _ STD. LIGHT i DPT. / IL OPT. FAN FAMILY ROOM I �` -'' O Q' i GF.'. GARAGE J / -` AT 48" \ I I PENDANT I \ G.G. VERIFY UNDER LOCA ION) I _ CABINET LIGHTING I _✓ �_ I � OF WINDOWS � ❑ ,� � `,� �, � 50 GAL. lb�Q I L-_ -- --- W.H. -1 17PANE GF.I. AT 48 � 0 � � PANEL 200 AMP IRRIG. ----____–_ COACH LIGHT MICROWAVE G.C. VERIFY LOCATION OUTLET +14" VENT HOOP FOR (2) BAR PENDANTS TO EXTERIOR WP. G.F.I. FOR T.Uf. SERVICE PRE -WIRE A- # 18-4 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT 4/0TYPALU. CABLE MAIN DISCONNECT METER A/C COM50 - SQUARE DDISC. CtO oo J ,O 014 AND 12 COPPER TO O.j 0 REFER TO FLOOR PLAN FOR NOTED MAIN DISC. . INSIDE LIGHTS AND OUTLETSPANEL G.C. VERIFY ALL AMPS. REQUIRED MO COPPER TO SMOKE DETECTORS WATER HEATER TO BE HARP -WIRED UNDERGROUND +'8 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: d ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ AMICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 4a A- # 18-4 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • JOB NUMBER 26002.097• CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED C x m 150 STATE STfLEET EAST OLDWAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER. CtO oo J ,O O.j 0 co � W 0) � � U) T >>JM `r `LL 0 o -j Co d cy, -J *fp 4a pc (00 02 Z c'4v • JOB NUMBER 26002.097• CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED I�II.III�.II�II� 2585 • TI TLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • DAVIS-71 BEWS DESIGN GROVP 150 STATE STfLEET EAST OLDWAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER. EST. 1994 c- - I�II.III�.II�II� 2585 • TI TLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • I innl f G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED ELEG fRICAL <'T� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER iP WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14. FOUR-WAY SWITCH ID DIMMER SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN i0 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) E PU5145UTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER _ ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v a <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50YE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COM51NATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOM$ SHALL BE GF.C.I. PROTECTED (GF.0 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.,4.10, N.E.C. 2011, F.D.CR. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAW6 SHALL HAVE BATTERY BACKUP. COMBINATION 5MOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. (SSANF0RD #16-1624 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED • x m DAVIS BEWS DESIGN GROVP r0 C) lQ EST. 1994 J O —icoN� i O M C� Lm G iL •C9 0 0 g.0N 0-' Co 3�E Y 1 ca C'4 t 1 0 00 ZN�a • JOB NUMBER 26002.097 • CAD FILE NAME LOT 172 TB ISSUED 05-18-16 REVISED 2 585 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 2 585 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • METAL COATINGS FOR USE WITH PRESSURE 1 REA I EU WOOD WIND DESIGN LOAD INFORMATION c GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, I N OF INDEXMETAL D FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL RAV V J FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES ENCLOSURE CLASSIFICATION ENCLOSED SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A WIND PRESSURE & SUCTION EFFECTIVE MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. AREA (SQ FT) O - VALUE DENOTES SUCTION 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (+) 21.2 (+) 21.2 S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. 20 (+) 20.2 S3 DOWEL PLACEMENT PLAN ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR (+) 19.0 S4 FIRST FLOOR FRAMING PLANAA SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 100 (+) 18.0 S4.1 NOTES & CONNECTOR LEGEND 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. GARAGE DOORS 9'-0" x 7'-0" AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN 2. ALL REINFORCING' STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. (-) 20.9 35 LINTEL PLAN CONFORMING TO ASTM A-615 GRADE 40. C2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE X a WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY D 1 S+DZ 'FOUNDATION DETAILS TRUSS ENGINEER OF RECORD ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. S GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 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 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS S D3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF �N S D4 GENERAL DETAILS AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. SD5 TWO STORY DETAILS TOP CHORD: Lr = 16 PSF O BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) Z 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) SD6 TWO STORY DETAILS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) LL W FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: LU OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF/100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: H MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF NUMBER DATE DESCRIPTION. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF U) a - CREATED ELEV. A, B, C AND ELEV A WITH BONUS, PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS/ HANDRAILS = 200 LB POINT LOAD / 50 PSF 1 5/9/2014 WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS ENG. CFG / BAD AT ELEV. W/ BONUS - TRUSSWAY CREATED E E C O S USSW Y -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ROOF HIP/RIDGE 3 12/18/2014 TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK of LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL ATTHETOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) J QC CHECK: REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE of WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP' & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP JOB No. MASTER PER BILL YOUNGMAN'S REQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. W SCALE: UPDATED ELEV, A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 06/01/2016 0: PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.,N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j= 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG R SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN, 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL WELDED 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) O - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 (-) 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAMQq X a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 8 1 1/26/2016 ADDED ALTERNATE DEN OPTION 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. %s' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD, 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained) in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. v\,.DING SPNF'Dp"D 1 - 1 6 24 W F -- lip U -ICL r� qe P904,go 4e '009904 LLz cxC ;W cc; -gri,J o0l 60 4o ge •o•�.....e • LL elnrrr O , ,k CD W a. C O ` 0 zW z° Q c O C11)u o w Al. += tf .00 Q O� Z O O d W W U W Z f~!1 O W Z04cojjjj Q �ZMA O Z 0F:Q t3 j 00 311- 0 0 < sspj o D Z z�N a o a�W58 9 W w U U F_ H LU J D z O� F- N O W z W v, ''�^^ U U �� z (7-7) � IM111111U091-11 1=- (D m u• .,-` Z O O C4 11 z o w Z J O F 0 z W X a W " O r OHO � _ 0 �N m O O J Z I- W LL W %- O - LU U) O F- H 0 U) a - w STRUCTURAL ENG. CFG / BAD (� DRAFTING: of -STRUCT: JRH -- -- J QC CHECK: CC Z JOB No. TM- 2152303 W SCALE: AS INDICATED W DATE: 06/01/2016 0: 0 0 co A/C O Z 0 �O in } �of O U) N FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE NO WOOD STAKES PERMITTED IN FOUNDATION. LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH a PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR C EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. a F 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM DETERMINE STEP LOCATIONS IF REQUIRED ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. C LAP SPLICES SHALL BE NO LESS THAN 25". U dp w/ #5's EQUALLY SPACED EA. U 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 RECESSING DOOR SILLS. - 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOUR 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. C SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH C 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE C SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE S THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR LCI USE ALTERNATE APPROVED METHOD. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO F 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY u U COMMUNITY & COUNTY CODES. C STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND C 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL C SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 2.5 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION 2 INSTRUCTIONS. C 9. NO WOOD STAKES PERMITTED IN FOUNDATION. - COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS a 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 0 C DOWN, SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO C BARS & 3" MIN. COVER TO EDGE OF CONC. DETERMINE STEP LOCATIONS IF REQUIRED a C 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS dp w/ #5's EQUALLY SPACED EA. AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD C O24"x24"x12" FOOTING STEP DOWN AND CORNER INFORMATION. - 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOUR BARS & 3" MIN. COVER TO EDGE OF CONC. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH C 1 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION U FOUNDATION PLAN_ 1/4"= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ �"ADI/vc SANFORD �A, dF�gR�� 624 G Z 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER dp w/ #5's EQUALLY SPACED EA. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS O12"x12"x12" FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 0 C PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL a Li BARS & 3" MIN. COVER TO EDGE OF CONC. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 7 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. dp w/ #5's EQUALLY SPACED EA. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, C O24"x24"x12" COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS - C DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). BARS & 3" MIN. COVER TO EDGE OF CONC. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS = 1 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. S 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Li BARS & 3" MIN. COVER TO EDGE OF CONC. DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. FOOTING SIZES PENDING DEPTH OF STEMWALL C 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN C 0 C BARS & 3" MIN. COVER TO EDGE OF CONC. FOOTING SCHEDULE C 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. C, FOUNDATION PLAN_ 1/4"= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ �"ADI/vc SANFORD �A, dF�gR�� 624 G Z dp w/ #5's EQUALLY SPACED EA. 0 O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. C dp w/ #5's EQUALLY SPACED EA. O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. L 1 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. C 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. - dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. G 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. G dp w/ #5's EQUALLY SPACED EA. L 4O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONIC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. < BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/#5's EQUALLY SPACED EA. O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. F SYMBOLS LEGEND L C ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). C • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. C TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. L FOUNDATION PLAN_ 1/4"= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ �"ADI/vc SANFORD �A, dF�gR�� 624 G Z O 1 W i 1i � • _ •— CoU v d`* i �xst `I O .►` Z y ,,r- •.'' tea' Q i e J a LL � ��////►111111 ll��� 0 �hq �I, � CO ,D o i U 1 Z z LU Z Fzy" S_ E j Z ��cm >_ �--= g Z a�Nv �+ �W J is E Z Q Fvi� L LU Z LL. 4 O O . I— C LLW > U) _ C � m � Z O N n Z zz jO OC C 000 O CV m W Z DC WO 0 o Fa-�F- u c STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: JRH QC CHECK: CC JOB No. TM- 2152303 U SCALE: AS INDICATED 0 DATE: 06/01/2016 U C S n C 2 (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN FILLED CELL V 7'-0" V 6'-8" V 6'-8" V 6-8" V 3'-8" lI 7'-0" V 4'-6" V X-10" V X-2" V 3'-2" L., 7'-4" M T 0 io 0 00 SYMBOLS LEGEND LLI ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). D i INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q TO TIE BEAM. h z W m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 v 0 0 N Z �- O U W W W 0 O (1) CONT. #5 FROM V TIE BEAM O z TO FOOTING p - ----- J_ m LU RY WALL RCING PER YP). WCL 0 OZ Z l ' J V 4C C) C-5 J C a �� Q s ••..••.• �� .� z:� `L d PLAN VIEW SECTION VIEW J MASONRY COLUMN' MD10 3/4"=1'-0" Cl) TIE IN aCO DOWEL PLACEMENT PLAN 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ O � a r W o U 4 CL a yG N LL O ' z O _ v� O - O 11 0 W U ` Z (DL) W W w �rzg* D N � Wp <( W C F^ Z y Of U (D R LL o N z Q Z S z Q �z J Q o96!s 0 0- J zo a<W8L E I LU Uj J Z �� W I— O I— Q W -r O = U� U Q z �\ ;R • N m u Z Z O O N 11 J Z 7 Z 73 0 I— 0 R —i z p 0 _ 0000 N m OO j Z o J W LL w 0= 0 H F- LU o � W STRUCTURAL ENG: CFG / BAD I— DRAFTING: - — ---- -- --- (� I— -STRUCT JRH U) Q QC CHECK: CC 0U\LDING _ - - --- Z JOB No. TM - 2152303 SANFORD W SCALE: AS INDICATED �"'AflTM�ca W DATE: 06/01/2016 Q _1624 �1 � 3. z 0 W W U) 0C; z Lij �'p V� 0) z U) U- :5 06 U) (D -ce 1 05 M V - Z 61 0 Z < 0FMd§ a C/) V)619zP9 P FIRST FLOOR FRAMING PLAN_ 1/4"=1'-0" NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 1=II11r.,11 (D :5 0 z LL Z 0 z << J W 0 w It LL, 0 N z 0 LL. 0 W r4- Z.) z z LL < 0 W W Z Of 0 LU Z 0 r OLLJ 0 C0 < z W a e ( , 1=II11r.,11 (D &...a z Z 0 0 N r4- z Z LU Z 0 r OLLJ 0 C0 < z W a e W ,, 0 M: 0000 W) 04 0 -J Z o Uj LL LIJQ -J 0 z LLJ ---.) 0 0 HCH W cn CL LU STRUCTURAL ENG: CFG BAD DRAFTING: C) -STRUCT: JRH QC CHECK: cc �0LDIAI,o < P JOB No. TM - 2152303 Z SANFORID LLJ SCALE: AS INDICATED 0 W DATE: 06/01/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8' BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BWZ 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(8) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN V-0" TO 3'-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY.w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160If p it d. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET s 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT J DATE: 06/01/2016 NAILS & (18)4'x24' 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 7" EMBED (OR 7" 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 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. MMMMMI HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8' (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING 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 WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE qO (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. QO 5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & a' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131"x22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)T"x24" ❑META16 1 META20 w/(7) 10d x 12' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 O (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)'x24" TAPCONS w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 ❑H10A 3 (2)ply TRUSS H10A-2w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 > � Z HTS20 w/(24)10d x 12' NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12' NAILS TO POST: SIMP. HTS20 OR LSTA18 Ifl (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS DRAFTING: ON MASONRY: SIMP. META16 7❑ (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT J DATE: 06/01/2016 NAILS & (18)4'x24' TAPCONS F-91 HTT4 w/(18)16d x 22' NAILS & s" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24' TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 E LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS o TO POST: SIMP. HTS20 OR LSTA18 . 1 Z TO BEAM: SIMP. HUC48 w/(14)16d NAILS O N (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)T"x24" f^ r PLATE TAPCONS ON MASONRY: SIMP. META16 z O TO POST: SIMP. HTS20 OR LSTA18 O 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 LO O PLATE NAILS & (18)'x24" TAPCONS 000 ON MASONRY: SIMP. META16 N TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & > � Z (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d I- W PLATE NAILS & (18)4"x24" TAPCONS � Q W 0 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 p F- F TO BEAM: SIMP. HUC410 w/(18)16d & ) (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS DRAFTING: ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & QC CHECK: CC (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d J DATE: 06/01/2016 NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN O PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRU OP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" t O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND t 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: t t ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. t AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. c EXTERIOR WALLS: i SEE WF10/SD4 FOR MORE INFO. t NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY I TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL 1 BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND c�lrvc 1/4"= 1 1-011 SAN�oRU ,� 6 Z 4 4�PAR�G COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 11 III J1 ♦♦11111111 U//// ♦ �/ W w N. 0 IV OC 0 Q Qa ®� Q ••••off••• �` -°� _j O y .•�� J LL =Z - Cn o 1 i m 1 Z O N 11 1 f^ r z O O LO O 1 000 N > � Z O J I- W � Q W 0 p F- F ) STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH QC CHECK: CC = JOB No. TM - 2152303 J SCALE: AS INDICATED J DATE: 06/01/2016 S4,1 O1, J08 J09 J10 J11 J11 J10 J09 J08 o`� le WSO4 SD5 WSO4 q A 4 4 B SD5 I- 00 00 00 00 O O_ r N M M M M M M M M N_ r O f— O O O CD C) (D CD 0 �— r r r r r r r r r �— r r O O 00 Of7j X00 0� o� o 4 F WSO4 SD5 WS06 SD5 STRAPS REQ. A 00 nc` J20 J20 J20 J20 J20 J20 GE03 SD3 J20 J20 J20 00 00 00 co rn °s WSO4 4 A SD5 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q - - - TO FOLLOW THE DETAILS INDICATED BELOW" H OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Z w SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 9 SHEATHING IS NOT CONTINUOUS) Cl) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS X SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR ' z SHEATHING IS NOT CONTINUOUS) `t 0 N 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Z O U w W EXTERIOR FRAME WALL P o SCHEDULEW 0 (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING SPACING p INTERIOR ZONE END ZONE = j 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 00 LL1 0 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX of 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX �r//�a o 2x4 SPF #1/#2 16" O.C. M 12" O.C. MIUL e� b� W !C w EXTERIOR FRAME WALL NOTES Qa�s Qz �- acz 4t �' < C) d art 0: Fz 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED:Q o TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR y�°;`, .•".�` Q REQUIRED STUD SPACING. �►��`� �i 00 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS p1- ,�tt, U- & NAILING PATTERN.w. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE Q NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS cn 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE J+ MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS CL 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO O + o FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Z z Q C 0,, M - 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: BW �. W d ' o11MINp OeA m ROOF FRAMING P SANFORD aEp�riz��� 1/4"=1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 416 - 1624 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i i Z Z i J 11 z U1ZW co �g C5 zN w ' z Z F- �9-��.6 Op�J '110 of �z i aLL c p pFr H2x6 0 U � 6.q X J :hp LL z� o N .w� F W U p 0 - U) i 0 1a- F- IL a STRUCTURAL ENG CFG / BAD J08 0 --STRUCT: JRH L4 QC CHECK: CC - JOB No. TM- 2152303 a SCALE: AS INDICATED i DATE: 06/01/2016 11'1 'Alm F IqL all. EWAA loll STRAPS Jl ill ilu LE STRAPS J09 JUO Adill X00 0� o� o 4 F WSO4 SD5 WS06 SD5 STRAPS REQ. A 00 nc` J20 J20 J20 J20 J20 J20 GE03 SD3 J20 J20 J20 00 00 00 co rn °s WSO4 4 A SD5 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q - - - TO FOLLOW THE DETAILS INDICATED BELOW" H OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Z w SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 9 SHEATHING IS NOT CONTINUOUS) Cl) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS X SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR ' z SHEATHING IS NOT CONTINUOUS) `t 0 N 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Z O U w W EXTERIOR FRAME WALL P o SCHEDULEW 0 (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING SPACING p INTERIOR ZONE END ZONE = j 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 00 LL1 0 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX of 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX �r//�a o 2x4 SPF #1/#2 16" O.C. M 12" O.C. MIUL e� b� W !C w EXTERIOR FRAME WALL NOTES Qa�s Qz �- acz 4t �' < C) d art 0: Fz 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED:Q o TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR y�°;`, .•".�` Q REQUIRED STUD SPACING. �►��`� �i 00 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS p1- ,�tt, U- & NAILING PATTERN.w. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE Q NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS cn 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE J+ MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS CL 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO O + o FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Z z Q C 0,, M - 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: BW �. W d ' o11MINp OeA m ROOF FRAMING P SANFORD aEp�riz��� 1/4"=1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 416 - 1624 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i i Z Z i J 11 z U1ZW co �g C5 zN w ' z Z F- �9-��.6 Op�J J of �z i aLL c p a C E 0 U � 6.q X J :hp LL z� o N .w� F W U p 0 - U) i 0 1a- F- IL ��11■If�l S4.2 Z 0 N 11 z�0 Op�J QpLLF c 0 0000 N O W Z F U p 0 - i 0 1a- F- a STRUCTURAL ENG CFG / BAD DRAFTING: --STRUCT: JRH QC CHECK: CC - JOB No. TM- 2152303 a SCALE: AS INDICATED i DATE: 06/01/2016 S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z w CL H w (Y z O U) AT CORNERS PRECAST "U" METAL LATH OR GRADE 60 BAR SIZE 4 PROVIDE LAP SPLICE LINTEL W/ 3000 �a WIRE SCREEN � � '. "All a �• STANDARD #5 llDll psi CONC. PER SHEAR WALL OVER COURSES "D„ #3 17/8 HOOK BAR. LAP 7 LINTEL PLAN. IF .a NOT REQ'D TO 91/4 18 #4 OTHER BARS INTO .� . <. REBAR IS 20 BE FILLED. 55/8 121/2 24 CORNER AS REQ'D TRANSOM OPENING INDICATED IN 113/4 (SHEET METAL & 33/4 7 151/2 30 #6 33/4 LINTEL, #5 TO BE `. '. PAPER FELT FRAME INFILL AROUI 1/2 36 #7 43/8 913/161612 4DO8 REBAR SPLICE DETAIL6 HOOKED INTO WINDOW BY BUILDER 19 13/16121 PROHIBITED) �~ 10" HOOK SEE FOUNDATION COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SEE WF01/SD3 FOR / MORE INFO SIDE VERTICALS ,..J•. PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D <" ON EITHER SIDE U.N.O. 4 ..r.' •.° _ a e �.• 'd• e. ° 4• a .. •. .. —e •'e n rt— t ..e ° d m. ° (2) 2X8 WOOD HEADER °' .° a •d .. q q... ' J :•--TURNED SIDEWAYS. .:; - FIRST PLY 2X8 TO `;,.;'•:'.' J'' ; ':.: Q :14 .. Q. ee d ° SIMPSON HUS26 HANGER a LL Z @ EA. END. W/ (6) 3/16"Ox 1-3/4" TAPCONS INTO MASONRY & (4) 110d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. 1.A I I° z w U) ROUGH OPENING PER PLAN 10 ' d a TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE 4 LENGTH LAP SPLICE BEND 0 �a LAP SPLICE � � '. "All a �• a llDll TYPICAL SHEAR WALL SEGMENT "D„ #3 17/8 41/4 7 LINTEL PER PLAN .a 41/4 91/4 18 #4 21/2 .� . <. 91/2 20 3 55/8 121/2 24 #5 TRANSOM OPENING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE 4 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 0 "All NO -SHEAR WALLAT OPENING llDll TYPICAL SHEAR WALL SEGMENT "D„ #3 17/8 41/4 7 LINTEL PER PLAN 21/4 41/4 91/4 18 #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 0 "All . J.J. • J- •:.; ':;.�;:::' ,Y. llDll "All "Big Licit "D„ #3 17/8 41/4 7 LINTEL PER PLAN 21/4 41/4 91/4 18 #4 21/2 .� . <. 91/2 20 3 55/8 121/2 24 #5 TRANSOM OPENING 7 113/4 25 33/4 7 151/2 30 #6 33/4 x ; 14 '. 41/2 FRAME INFILL AROUI 1/2 36 #7 43/8 913/161612 4DO8 REBAR SPLICE DETAIL6 ' WINDOW BY BUILDER 19 13/16121 3/4 �~ SEE FOUNDATION COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SEE WF01/SD3 FOR / MORE INFO ,..J•. PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D <" ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER ' J :•--TURNED SIDEWAYS. .:; FIRST PLY 2X8 TO `;,.;'•:'.' J'' ; ':.: MASONRY WALL W/ DOOR OPENING SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"Ox 1-3/4" TAPCONS INTO MASONRY & (4) 110d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 0 "All '@Bit licit llDll "All "Big Licit "D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 8 1/16118 1/2 36 #7 43/8 913/161612 4DO8 REBAR SPLICE DETAIL6 35 51/4 19 13/16121 3/4 42 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8 INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING it x 8" x 16" CMU U.N.O PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS � STANDARD LINTELsSTANDARD LINTEL NOTES o -LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1 B /8F32 -0B 1 "-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. _i 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 �" Z 3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Z T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN wW 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE ISh Z CL 8'-0" 354 726/699 1843/1625 3486/2255 6205/ 2885 ADEQUATE FOR THE LOADS. O R 9'-2" 315 618/535 1533 /1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS F- () 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w � 10'-8" 277 492/352 1254/ 1132 2193/1567 3552 / 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 2 W 11'-2" 255 4711352 1075/ 1075 1838/ 1567 2883/2003 1; 0 17. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/ 1045 1838/ 1446 2883 /1848w 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p O 13'-4" 0 328/0 1234/0 1779/0 2662/0 U 14'-0" 0 292/0 1160/0 1660/0 2439/0 O 16-0" 0 284/0 950/ 0 1379/0 1997/0 p - - - — 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS 5 18'4" 0 142/0 598/0 111410 1468/0 1. fc PRECAST LINTELS = 3500 PSL m W 20'-0" 0 180/0 598/0 1024/0 1441 / 0Q fY 20'-8" 0 145/0 550/0 981 / 0 1376/0 2. fc PRESTRESSED LINTELS = 6000 psi. p 22'4" 0 110/0 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. � RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE LL CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL ��111�f1111//f� a o 2'-4" 1694/1694 3725 / 3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE `. �� •k���j� - N 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ••°•o"°o/'e,��. �y W o 3'-0" 1230/ 1230 2769/2769 4085/4085 �V z Z T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ,, C'� 4'-4" 846/833 2121/1716 3127/2839 lj -� F = FILLED WITH GROUT /T p•• FC; � Q 5'-4" 664/572 1761/1761 2595/2595 LINTEL k, - . 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED �O T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ,� G9:( ,�.�J : O 8'4" 415/ 235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY `°°°oNoy•o•�e•LL 8F16-1B/1T PrP e 8F8-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32, USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP 11 11� 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c0 8RF14-1B/1T NOMINAL HEIGHT _' 0° 8F16-1B/1T NOMINAL WIDTH rn 7 -4' X. 6'-4" I I I I O D 0 M r I- 8-4 6-4 LINTEL PLAN TYPE DESIGNATION w - 8RF14-013/1T / 0� O 8F16-0B/1T 1-1/2" CLEAR O' o O 8F20-1B/1T (9 Z z _' ¢ #5 REBAR AT TOP MIN. (1) REQ'D o O O 8F20-0B/1T U _j C6 Q C.M.U. W3 O 8RF22-1 B/1 T g ° GROUTCL C 'It '60 q #5 REBAR AT BOTTOM OF LINTEL Q U O 8F24-1B/1T COP CAVITY U BOTTOM REINFORCING PROVIDED U_ 0 8RF22-0B/1T O' 7-5/8" ACTUAL IN LINTEL (VARIES) U) 8F24-OB/1T 8" NOMINAL WIDTH � FILLED � - IN 8RF30-1 B/1 T j O O 8F32-1B/1T 1-1/2" CLEAR d LU O 8RF30-OB/1T QOf L '4-. - [ :�� 0 sH z #5 REBAR AT TOP MIN. (1) REQ'D U Z 8F32 -OB/1 T C) _jU C� Q z C.M.U. u) 8 O BF38 -1 B/1 T 0 0 W & •- � C) 0 vi wN,. 8F12-1B/1T r Z Q 0 C; )M S m Ch BOTTOM REINFORCING PROVIDED U_ J Z V D O 0 8F40 -0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) Z ^ N F � j Ow lz $F8 -OB/1 T 8" NOMINAL WIDTH 0 LL � Q 0 UNFILLED v —� z z `,. O W p a� ��E SAFE LOAD TABLE NOTES LU I- '� F 3 Q 1. ALL VALUES BASED ON MINIMUM 4'" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Z W z L&. LINTELSMUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ~ � J O 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 2 2. 0 = NOT RATED. Z I-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W = --- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0U) ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY w W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF U SUPPORT. d 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z m O Z J 0 N 11 Z U' r w Z j 0 0 J < L11 Z � Y 0 ' = 0000 O J Z o 0 W ELI LU >-00 w 0 F-2Iitillit = 0 . d ... a #3 — 2 72' LU - ° ° #4 = 2/2' . • ', e - °. 2 2 0 STRUCTURAL ENG: CFG / BAD ,. L.4 " : ,<#6 = 3"DRAFT ING: ��// 3Y2" JRH eSTRUCT' ING QC CHECK CC eq...a'.. Z JOB No. TM - 2152303 a A. W - — -- -- LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SPN�OR® SCALE: AS INDICATED OPA W DATE: 06/01/2016 w 4DO8 REBAR SPLICE DETAIL6 - 1 6 2 ~ S5 SCALE: 3/4" = T-0., COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LU TIE BEAM SPLICE TO a TIE BEAM SPLICE TO a �� 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT I� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID REQ'D BELOW MIN 4" MASONRY WALL MASONRY WALL °�I uJ CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" I A I SEE PLAN SEE PLAN m II > FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER FOUNDATION PLAN 2 1/4 Ij CONC. SLAB PER F CONCRETE SLAB PER CONCRETE SLAB PER I I z CONCRETE SLAB PER w FOUNDATION PLAN u FOUNDATION PLAN _ I Ig FOUNDATION PLAN w FOUNDATION PLAN z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE u I. LL VARIES :` ° .' Uj a > . b I —I I— I — — IIII _I 8 II 4, I I —4 I --°_ I . II 4I _—a I eI— I .._.__—=_ 1� I- I Io—I d(=. 1 =d °.- . I _ d 1' 1—=I e. I 1 1—= III_ .a .II I—+_• I II' I_ a1 I I_ IIA °'I I I ' • I . a .;._.•_.— 'dI .•I . " I IIII,I,I---.. --I . I "I__I I—III .4% II —II e SEE PLAN Am ° d .d d d A .d °' a CL °.°. d " d ° GRADE n ° oa a —II—ll GRADE d 5° d —II— co �- —�- I.q.I .II'aICS I,—III I 2 h ' TINI�11_ _' a Z— _ ° w, p i e °d o w ��_CLLV,y Col -III •— I L I I IT I I I I I I I I I I' � I_, I I I .III I I h F (2) #5 BARS CONT. I =I I (2) #5 BARS CONT. I III= I — CLEAN COMPACTED 16 W _ _ ` 8 8 �c 3� C V R CLEAN COMPACTED W/ 3 COVER TYP. I I o > W/ 3" COVER TYP. C) 3 CC)VER FILL @ 95 /o STANDARD CLEAN COMPACTED p CLEAN COMPACTED CLEAN COMPACTED LL (2) #5 BARS CONT. w/ 3' (2) #5 BARS CONT. w/ 3 FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD1'-4' U COVER TYP.; AT 8 8 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD C DENSITY DENSITY o' DENSITY DENSITY C (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE C SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE fiF�qTYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTINGF03 NON—BEARING SLAB STEP DOWN F0 DOUBLE STEP FOOTING fiFO�BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING ° C 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS 8" oZg. CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. W GRADE °�'Wmni LU IL coji 4, I° we 1I I I ---I I I --I I I—I I _Z ° ° .I . ° ° I—I 11_1 I —__ — —111-1 I.'d a ° ° • —I `'. 'I. .'.. :' ',d" —I — — II; a ° CL ° - A. 81 4' — I I—III—_ — — — d ... • .. . • . a • . • e • 'a v ' --I I _ _ �• ;III—I I III—I — W 9M MW4� NJ . e' ° .. .d I I I—II I..,III1111111,1111 W -� `�— III--III—III — =) I I= I _ (2) #5 CONT. w/ 3" p I I� — _ = 16" MIN. — - COVER TYP. (2) #5 CONT. w/ 3 I _ _ I _ 1'-4" (2) #5 BARS CONT. M COVER TYP. ' I —III—I I I—I I I—III—I — (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY _� FOOTING @ SHOWER AT MASONRY OFOkTHICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL ./ 3/4"=1'-0" OPT. MASONRY CURB J 3/4"=1'-0" @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D CONT. BAR jlzSt SLOPED GROUT TO W P DRAIN 0 11 OPTIONAL CURB BY J ] Z ` BUILDER j II CONC. SLAB PER 8"x12" THICKENED 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS 8" oZg. CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. W GRADE °�'Wmni LU IL coji 4, I° we 1I I I ---I I I --I I I—I I _Z ° ° .I . ° ° I—I 11_1 I —__ — —111-1 I.'d a ° ° • —I `'. 'I. .'.. :' ',d" —I — — II; a ° CL ° - A. 81 4' — I I—III—_ — — — d ... • .. . • . a • . • e • 'a v ' --I I _ _ �• ;III—I I III—I — W 9M MW4� NJ . e' ° .. .d I I I—II I..,III1111111,1111 W -� `�— III--III—III — =) I I= I _ (2) #5 CONT. w/ 3" p I I� — _ = 16" MIN. — - COVER TYP. (2) #5 CONT. w/ 3 I _ _ I _ 1'-4" (2) #5 BARS CONT. M COVER TYP. ' I —III—I I I—I I I—III—I — (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY _� FOOTING @ SHOWER AT MASONRY OFOkTHICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" _ 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POSTPER PLAN FOR SIZE AND BASE 4„ CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. _____— ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE ° d a, o 1.4 O DRIVEWAY BY SEE FOUNDATION FOR 4„ BUILDER- CONCRETE PAD SIZE I w o M OR PAVERS I. 'a e a e w d CONC. SLAB OR w °.. 4;e PAVERS PER PLAN I' . °°* g I : "I 7 qe, Q I 1=1I CLEAN COMPACTED d FILL @ 95% STANDARD EI — II ° ° 4° Ra—Law•a 1 v 8nx 8 THICKENED 3 COVER t. A" g EDGE w/ (1) #5 CONT. a ' _= 01 01 YP. I ' °. a FILL @ 95% STANDARD DENSITY THICKENED EDGE @ GARAGE DOOR AFIII' FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" 3/4"=1'-0" OR GRADE 1/4" PER WIDE FOOTING 2 FOOT AWAY FROM CLEAN COMPACTED C BUILDING FILL @ 95% STANDARD C ELASTOMERIC JOINT DENSITY FILLER C EXTERIOR DOOR POURED SILL AR' FOOTING AT INTERIOR BEARING WITH CMU C 3/4"=1'-0" 3/4"=1'-0" [ L 0 F < c C L F ii L C C C C C L c [ e c C C TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION L n' d .a aa C ° d 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE d CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE PENETRATION C.M.U. FINISH PER _ F FOUNDATION PLAN FINISH FLOOR ELEV.*4 PENETRATING FINISH FLOOR a °° _— .d :. GRADE PIPE PENETRATING PIPE -_=III III—III= 11—I 1- h A °. d . da �, I I PLAN FOR ° ' - LOOP TIE TYP. - ° — — I 111- i ,. , (TYP.) o d d SIZE &REINF. ' —III -----I � I -----I C JII_� + • - = I = —=1 1= (= I = I PIPE PERPENDICULAR TO FND L "777— I —I = I — TOP (2) #5 x 4'-0" [ PVC SLEEVE MIN. iII —I I I` - FOOTING PER PLANM z • ` � I _ =1 — — _ I =— I CENTERED AT PIPE PVC OR SCH40 SLEEVE DIAMETER TO BE 2 —I I =1 I I=1 I I— .2 PENETRATION C_ PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I — I I I i (_� i �_I C THAN THE FILL @ 95% STANDARD I _ _ SEE FDN PLAN PENETRATING PIPE (SIDE VIEW) DENSITY I I— I— FOR SIZE & REINF.DINO PVC SLEEVE .... I= I ' _ �° Q _ (FRONT VIEW)SANFORD ���I/�G, f PIPE VERTICAL THRU FDN _ TYPICAL FOUNDATION PENETRATIONS —' I I=1 I I -I 11=III NOT USED 16 6243/4"=10-011 PIPE PARALLEL TO FND # — COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. m W W J �'y z ►�1 — O CU r�r I U U o 0 Cal i 3/4"=1'-0" 3/4"=1'-0" J 3/4"=1'-0" U C VERIFY W/ DETAILS FOR REQ'D C z jlzSt 1 1 W P STEEL AT 2 STORY LOCATIONS 0 11 v@, J ] Z ` j � r J z0 O J 0 Q�I- z -w big a • J 0 MASONRY WALL 0 d; LL M SEE PLAN i � Q to 0 ° ° I °. = 0000 ..° CONC. SLAB PER (1) #5 FROM FTG. TO C ° ° d , SLOPE FOUNDATION PLAN m TIE BEAM MIN. 25 #5 CONT. ~ . PER MFG SPLICE GROUT CELL y a: ° . I e• REINFORCEMENT SEE ' .d; SOLID PER PLANS W >- D FOUNDATION PLAN m' h FOR QUANTITY 0 H F— 1. e'. _ °� �. THRESHOLD PER MFG°a ? CL .? M"_ ° #5 x 25" x 25" CORNER u d ° a a ". ° ° ° a ° ° I..I ° BAR, ONE FOR EA. cU) W STRUCTURAL ENG. CFG / BAD _ ° a i ? d e a 4. °' .. a .. i HORIZONTAL CONC. SLAB PER U W I —I °—' ' — °°• G ', A '. a Q REBAR, TYP. U.N.O. FOUNDATION PLAN ---I —_ I , _.-.__-__. . • ' C i QC CHECK CC = JOB No. TM 2152303 (2) #5 BARS CONT. AS INDICATED U DATE: 06/01/2016 . • . SLOPE W/ 3" COVER TYP.; @ 1'4" p 0 +" . °' �..;, 2 -STORY CONDITION C PER MFG ` '� a • .' SLOPE EXT. SURFACE " (3) #5 BARS w/ 20" < TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" _ 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POSTPER PLAN FOR SIZE AND BASE 4„ CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. _____— ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE ° d a, o 1.4 O DRIVEWAY BY SEE FOUNDATION FOR 4„ BUILDER- CONCRETE PAD SIZE I w o M OR PAVERS I. 'a e a e w d CONC. SLAB OR w °.. 4;e PAVERS PER PLAN I' . °°* g I : "I 7 qe, Q I 1=1I CLEAN COMPACTED d FILL @ 95% STANDARD EI — II ° ° 4° Ra—Law•a 1 v 8nx 8 THICKENED 3 COVER t. A" g EDGE w/ (1) #5 CONT. a ' _= 01 01 YP. I ' °. a FILL @ 95% STANDARD DENSITY THICKENED EDGE @ GARAGE DOOR AFIII' FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" 3/4"=1'-0" OR GRADE 1/4" PER WIDE FOOTING 2 FOOT AWAY FROM CLEAN COMPACTED C BUILDING FILL @ 95% STANDARD C ELASTOMERIC JOINT DENSITY FILLER C EXTERIOR DOOR POURED SILL AR' FOOTING AT INTERIOR BEARING WITH CMU C 3/4"=1'-0" 3/4"=1'-0" [ L 0 F < c C L F ii L C C C C C L c [ e c C C TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION L n' d .a aa C ° d 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE d CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE PENETRATION C.M.U. FINISH PER _ F FOUNDATION PLAN FINISH FLOOR ELEV.*4 PENETRATING FINISH FLOOR a °° _— .d :. GRADE PIPE PENETRATING PIPE -_=III III—III= 11—I 1- h A °. d . da �, I I PLAN FOR ° ' - LOOP TIE TYP. - ° — — I 111- i ,. , (TYP.) o d d SIZE &REINF. ' —III -----I � I -----I C JII_� + • - = I = —=1 1= (= I = I PIPE PERPENDICULAR TO FND L "777— I —I = I — TOP (2) #5 x 4'-0" [ PVC SLEEVE MIN. iII —I I I` - FOOTING PER PLANM z • ` � I _ =1 — — _ I =— I CENTERED AT PIPE PVC OR SCH40 SLEEVE DIAMETER TO BE 2 —I I =1 I I=1 I I— .2 PENETRATION C_ PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I — I I I i (_� i �_I C THAN THE FILL @ 95% STANDARD I _ _ SEE FDN PLAN PENETRATING PIPE (SIDE VIEW) DENSITY I I— I— FOR SIZE & REINF.DINO PVC SLEEVE .... I= I ' _ �° Q _ (FRONT VIEW)SANFORD ���I/�G, f PIPE VERTICAL THRU FDN _ TYPICAL FOUNDATION PENETRATIONS —' I I=1 I I -I 11=III NOT USED 16 6243/4"=10-011 PIPE PARALLEL TO FND # — COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. m W W J �'y z ►�1 — O CU r�r I U U o 0 Cal i `I SD1 J UPJ -Fn C z jlzSt 1 1 W P > 0 11 061..1..1 (D < e6 gj J ] Z ` j � r J z0 O J 0 Q�I- z -w big a J 0 .W ] 0 _ LL - � ) A' �+ I i � Q to 0 `I SD1 m UPJ o C z O CM 11 J ] � r z�0 - 0 J �, i � Q to 0 1 = 0000 > C4 m 0J z I" � W W >- D O 0 H F— ? CL u STRUCTURAL ENG. CFG / BAD � DRAFTING. -STRUCT: JRH i QC CHECK CC = JOB No. TM 2152303 u SCALE: AS INDICATED U DATE: 06/01/2016 C 0 `I SD1 °: w ° lit LU ;. z a�� ... •� �� :. ENTIRE COLUMN TO g BE GROUT FILLED W t i " n . • W U.N.O. t ° b.. ��.. 4 . PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL f c 1) #5 VERTICAL IN f 3ROUT FILLED CELL (IF REQ'D PER PLAN) t c gOTE: SEE MD08 ON -INTEL PLAN FOR gDDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"= 1 1-01, NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP" BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR 2x4 #2 SYP BLOCKING CENTERED STRUCTURAL THREADED RO VIEW w/CMU PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. O! I REQUIRED WH 7/16" O.S.B. EA. SIDI INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF (2) - 8d EACH END MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O C 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, SHEARWALL REST EQ. SPACED " 7 -24 O.C.) PT BASE PLA 1/2"=V-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 601 DORMER FRAMING DETAIL DA BEARING/ SHEARWALL CONNECTION TO CMU SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN `V 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT I, O F ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN l' PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D OTO TOP CHORDS OF TRUSSES BELOW WHEN r BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS I I BELOW AND CONNECT w/ HTS20 @ 32" O.C. E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O OF 2x PLATES OVER ROOF DECK PER VALLEY H A K FRAMING DETAIL �. ODOUBLE TOP PLATE B OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C H RAFTER COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E JO STRUCTURAL SHEATHING PER PLAN AND ROOF � FINISH PER ARCHSFIN til OCURVED ROOF TRUSSES PER PLAN OR CURVED G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 1" TITEN HD ANCHORS w/ MIN. 1 T EMBED. FOR HOLLOW BLOCK OR 3 "EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK I EDGE AS REQ'D 2x BUCK DETAIL i�—(2) 2x PLATE i (2) 2x TOP PLATE SPF CONT. MIN. 2x4 SPF #2 KNEE --------- WALL WITH STUDS @ 16" O.C. W/ 2x BLK'G. TO O.S.B. jdk ARCH PER ELEV MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKING (2) - 8d EACH END STRUCTURAL END VIEW w/CMU SHEATHING ON BOTH HEADER (SEE PLAIN I SHEATHING ON BOTH 7/16" O.S.B. EA. SIDI SIDES FROM TOP OF jgkARCH PER ELEV 2x BLK'G. TO O.S.B. JAILS (2) - 8d EACH END END VIEW w/ WOOD 601 DORMER FRAMING DETAIL DA BEARING/ SHEARWALL CONNECTION TO CMU SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN `V 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT I, O F ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN l' PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D OTO TOP CHORDS OF TRUSSES BELOW WHEN r BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS I I BELOW AND CONNECT w/ HTS20 @ 32" O.C. E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O OF 2x PLATES OVER ROOF DECK PER VALLEY H A K FRAMING DETAIL �. ODOUBLE TOP PLATE B OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C H RAFTER COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E JO STRUCTURAL SHEATHING PER PLAN AND ROOF � FINISH PER ARCHSFIN til OCURVED ROOF TRUSSES PER PLAN OR CURVED G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 1" TITEN HD ANCHORS w/ MIN. 1 T EMBED. FOR HOLLOW BLOCK OR 3 "EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK I EDGE AS REQ'D 2x BUCK DETAIL i�—(2) 2x PLATE i (2) 2x TOP PLATE SPF CONT. MIN. 2x4 SPF #2 KNEE --------- WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d I I 2 2x #2 SYP SEE PLAN ( ) MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKING .x4 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH I SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE I NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS ' AT BASE ARE REQUIRED fiF_6 KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2; NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORC SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL � m AT EACH TRUSS c Z 2x4 'X' BRACE ACROSS O C4I.- H LENGTH OF J P- SHEARWALL 7 r NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI L NAILS (2) BAYS PAST A/C LOCATION. MIN (3) BA Z 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP 1 C TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ M La 10d NAILS @ 4" O.C. '> N STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER Z PLAN 3/4"=1'-0" PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 Q 1-- z W FASTEN PT 2x NAILER 0 TO MASONRY NOTES: w 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x H V BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" 0 O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER uJ (FASTENING) ARE MET 0 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) O ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O SPECS Z p --- J m LLI 0 NN 0 LL SHEATHING PER PLAN STRUCTURAL �.f•04 �6..e�h•�j�,�i�..co W o TYP. TRUSS TO FRAME"ttH I N G LL. S Z Z CONNECTION PER TYP. TRU FRA E ' a h XX U STD. CONNECTOR CONNECTION = V 4t. Q NOTES STD. CONNECTOR Q 4q O 4e p *6�vE OUT TO BLOCK NOTES Z y {��.tgy,l� J O S REQD FRAME OUT TO BLOCK ,,, ,,040900.• S >` J EDGE I- �s �O�e'� D_ o iiP111%�l. Q (2) 2x TOP PLATE _ 1/2" x 8" ANCHOR BOLT �- OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN � (2) 2x #2 SYP SEE PLAN I FOR BEAM SIZE (ONLY O.C. & 6" FROM EACH LU FOR BEAM SIZE I IF OPENING PROVIDED i END I PER PLAN) i I MIN. 2x4 SPF #2 KNEE �--I CD 2x PT BOTTOM WALL w/ STUDS @ 16" U ff._ O.C. w/ STRUCTURAL 0 o PLATE SHEATHING FROM Q ; „ '„ c O' TOP OF WALL TO ce � — O PRECAST LINTEL OR BOTTOM OF WALL. KNOCK OUT COURSE I ATTACHED PER � •+ai NAILING SCHEDULE Q iip,l7y( U OTHERWISE SP2 CLIPS = MASONRY WALL AT TOP AND SP1 CLIPS U " \ . i� BUILDER FRAME AT BASE ARE REQ'D LL O ' L RADIUS AS REQ'D a" O F� z can - KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 450) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE &FRAME 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF EXT. SHEATHING (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. DOUBLE TOP PLATE 2x4 VERTICAL @ 24" — 2x4 FRAMED CRICKET O.C. MAX. w/ (4) 10d W/ GALVANIZED FLASHING NAILS TO BOTTOM + + CHORD & (3) 10d NAILS + TO TOP CHORD; NOTE IF WALL HEIGHT IS (4) 16d COMMONS BETWEEN 4FT & 8FT, + + NAILED @ EACH END USE 2x6 SYP #2 STUDS + GALVANIZED FLASHING 2x4 BLOCKING W/ (2) + 16d COMMONS END 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL 16d COMMONS END 2x4's NAILED TO VERTICAL 2x4's + + + + TRUSS PER PLAN CMO CHIMNEY FRAMING DETAIL 3/4"=1'-0" Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A% KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENG.TRUSS PER ` PLAN, 24" O.C. MAX ROOFING MATERIAL L PER ARCHS F �-- SEE FRAMING PLAN F FOR CONNECTION INFO L SEE ELEVATION � a. TOP OF MASONRY C SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM [ W/ (1) #5 CONT. GROUT SOLID c W _ WINDOW PER FLOOR PLAN i F ( PRECAST CONC. OR ; POWERS STEEL SILL f TYP. @ ALL WINDOWS t EXT FINISH PER PLAN F ( MAIN FLOOR ELEV 0'-0" CONC. SLAB VERT REINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO PLAN MASONRY WALL PER SEE FOUNDATION ' DETAILS FOR FTG INFO I ��\1.D111/C, N SANFORD 1 1 6 2 4 `a I SO TYPICAL ONE STORY ALL SECTION i I� �SOCIATES, LLC is strictly prohibited. 3/4"=1'-0" VJ J Q w ��st W 06 0� C Z (A Z Z W 0 1z 16 QI- z z l- W o ~ 2 I— V ) U) SD2 J � m O c Z O C4I.- H 11 J P- 7 r � Z L -j0 haw Z W Ln 1 C 0 M La '> N 0 J Z F— W � u U 0 a0= p H H LlIXU STRUCTURAL ENG CFG / BAD j DRAFTING: C -STRUCT: JRH = QC CHECK: CC - JOB No. TM 2152303 U SCALE: AS INDICATED 0 DATE: 06/01/2016 SD2 SIMPSON F. . DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER CONTRACTOR TO FIELD VERIFY WHICH 2x4 BLOCKING @ EA. TRUSS OUTLOOKER (MAX. CONDITION IS REQUIRED. DOUBLE 2x TOP PLATE PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. FASTEN SIDE WALL FOR ADDITIONAL INFO AS REQ'D BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING PER PLAN. O.H. SIZE SIMPSON A23 @ EACH A35 DIAGONAL TO (5) 16d NAILS BRACE EA.DIAG. AS SHOWN TO BLOCKING TRUSS BOT.. CHORD EXT. SHEATHING; FASTEN ROOF 3 1/4" HOLD ATTACH PER PLAN )P SHEATHING TO FRAME WALL CONNECTION PT 2x8 PLT., CANT. FOR WASHERS (MIN. T' GABLE END a- FLAT CEILING CONNECTIONS - 3/4"=1'-0" CONTRACTOR TO FIELD VERIFY WHICH 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. CONDITION IS REQUIRED. CONTACT EOR PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. SEE ELEV. FOR FOR ADDITIONAL INFO AS REQ'D BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE SIMPSON A23 @ EACH A35 DIAGONAL TO CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN BRACE TO PLATE TRUSS BOT.. CHORD INTO BLOCKING, (4) 8d FASTEN ROOF 3 1/4" HOLD 1/2" J -BOLTS w/ SHEATHING TO PT 2x8 PLT., CANT. FOR WASHERS (MIN. T' OUTLOOKERBLOCKING @ 24" O.C. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ • �f-Vt0 _I UiC' e'P-46DO Q SIMPSON H2.5(TYP.) EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w @6"O.C. 7 MAX. ATTACHMENT w/ (3) 10d = i W @ EACH END z TOENAILS E.A. END J PROVIDE 16d NAILS _ ItoJ ) 2x4 DIAGONAL BRACE GABLE END TRUSS TO ¢ c, 2x TOP PLATE TO DOUBLE TOP PLATE OUTLOOKER PLT.@12" O.C. MAX. = v e4 GABLE END W/ 16d I) o m O NAILS @ 6" O.C. ZK FRAMING FOR FALSE L i CMU WALL OR LINTEL a: _ HGAI0KT @ 32" O.C. BEAM, IF REQ'D w/ (3) L $ BELOW REQ'D. MIN (1) JACK &EXTERIOR 10d NAILS @ EA. TRUSS STRONGBACK, SEE X00 BRACE \ \ SHEATHING. TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ TRUSS PER PLAN #5 CONT. SINGLE BASE & TOP 00 01 GABLE BRACING (+) ATTACH PER PLAN LSTA18 HEADER TO PLATE w/ PLYWOOD FALSE BM PER PLAN 12 SHEATHING COVERING IF REQ'D d CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** _ GABLE END a- FLAT CEILING CONNECTIONS - 3/4"=1'-0" GABLE BRACING + 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. SEE ELEV. FOR END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN / NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES C RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN - rGEO GABLE END @ VAULTED CEILING 3/4"=1'-0" A W 0 LLj THING PER PLAN QI-- E O.H. IS > V-0", END GABLE w/ JOKERS @ 24" O RUN BACK TO DMMON TRUSS (3) 12d TOENAILS ECT TO DROP WITH H2.5 CLIP. '-0" O.H. 2x4 a 24" O.C. END THING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN m SHEATHING FASTEN FASTEN TO DIAG.w/(2) W SPLICE AS REQ'D Q 45° PER PLAN. 16d NAILS. W GABLE BRACING CHART WHERE O.H. IS > T-0", DROP GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. INTO BLOCKING, (4) 8d FASTEN ROOF Z 2x4 #2 SYP P.T. SHEATHING TO Q NAILS INTO TOP PLATE OUTLOOKERBLOCKING @ 24" O.C. (2) 16d TOENAILS BLOCKS w/8d NAILS S?. • �f-Vt0 _I UiC' e'P-46DO Q SIMPSON H2.5(TYP.) ~ W/(2)12d END NAILS BRACE TO LEDGER @6"O.C. 7 Ur HOLD WALL 3-1/2" i W @ EACH END CONT. 2x4 U) \ DOWN FOR ) 2x4 DIAGONAL BRACE t _ N DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN @ 48" O.C. TO 3RD \ BAY REQ'D w/ NAILS @ EACH WEB Z $ \ REQ'D. MIN (1) JACK &EXTERIOR STRONGBACK, SEE X00 \ \ SHEATHING. CHART TRUSS PER PLAN 0 HCH \ \ GABLE BRACING (+) ATTACH PER PLAN LSTA18 HEADER TO 12 SEE CHART d PROVIDE 2x4 BRACE STUDS TYP. BASE _ TO EA. ADJ. DIAG. DRAFTING TO BOTTOM CONNECTION FASTEN TO DIAG. w/(2) _-STRUCT: 2x8 #2 SPF STUDS AT SHEATHING PER PLAN STRONGBACK IF REQ'D 16d NAILS. 16" O.C. 1/2" x 8" J -BOLT @ 32" .'� DTC CLIP, (2) 8d NAILS PER CHART C O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR TM- 2152303 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR (5) 16d NAILS BRACE GABLE BRACING @ 48" PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .` a" IN CMU. OR SIMPSON = ANCHOR BOLT OR TO BLOCKING O.C. NOT REG'D 6' META16 /q TITEN HD @ 32" O.C. & CENTERED BETWEEN /q PROVIDE 2x4 BRACE LLj THING PER PLAN QI-- E O.H. IS > V-0", END GABLE w/ JOKERS @ 24" O RUN BACK TO DMMON TRUSS (3) 12d TOENAILS ECT TO DROP WITH H2.5 CLIP. '-0" O.H. 2x4 a 24" O.C. END THING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN m SHEATHING FASTEN FASTEN TO DIAG.w/(2) W SPLICE AS REQ'D Q 45° PER PLAN. 16d NAILS. W GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1"- (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM ' o EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PROVIDE 2x KI FOR NAILING • ^ 0 Z Q� J PER PLAN TO STUD) W 006^ TO BLOCKING LLI TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d ' W Q a /� ti `�A O INTO BLOCKING, (4) 8d END NAILS @ EA. Z 2x4 #2 SYP P.T. '000004 lee '' W Q NAILS INTO TOP PLATE OUTLOOKERBLOCKING @ 24" O.C. (2) 16d TOENAILS H •�� S?. • �f-Vt0 _I UiC' e'P-46DO Q SIMPSON H2.5(TYP.) ~ W/(2)12d END NAILS BRACE TO LEDGER > Ur HOLD WALL 3-1/2" i W @ EACH END U) DOWN FOR ) t _ N DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d1 HEADER PER PLAN IF NAILS @ EACH WEB Z $ REQ'D. MIN (1) JACK &EXTERIOR X00 SHEATHING. (1) KING STUD w/ SIMPS TRUSS PER PLAN 0 HCH ATTACH PER PLAN LSTA18 HEADER TO 12 d FROM TOP OF WALL STUDS TYP. BASE STRUCTURAL ENG: CFG / BAD DRAFTING TO BOTTOM CONNECTION _-STRUCT: 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" .'� DTC CLIP, (2) 8d NAILS C O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR TM- 2152303 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .` a" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 24's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN " IPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE TRUSS PER PLAN IF TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION a@ CMU WALL GABLE BRACING @ 48" ' o CONNECTIONS MASONRY) U L — SIMPSON H10A DIAG. = PROVIDE 2x KI FOR NAILING • ^ 0 Z Q� J M O.C. MAX. 45° FROM W 006^ TO BLOCKING LLI W 11111111//1/�� 0 o ' W Q a /� ti `�A O 8 H Z '000004 lee '' W Q BRACE NOT REQUIRED 6' FROM EAVES. +► „ e 6 f AuQ z H •�� GABLE BRACING @ 48" ' o CONNECTIONS MASONRY) U „ ` z = PROVIDE 2x KI FOR NAILING • ^ 0 Z Q� J M O.C. MAX. 45° FROM W 006^ CIO C, ' Z HORIZONTAL (+/- 10°) O 8 H Z \ Q ©�'"� Q BRACE NOT REQUIRED 6' FROM EAVES. W H •�� S?. • �f-Vt0 _I UiC' e'P-46DO Q —�, TRU S PER PLAN f C, b J 066•66*0 e : LL SEE PLAN FOR '• RO +e" SUPPORT AND TIE J �1p1At 111 hao% DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS C @ 48" O.C. FOR FIRST 3 Uj BAYS SEE GABLE WALL PER PLAN FOR REQ'D ON DETAIL MAY ALSO BECONNECTISHOWN; O77 ' o CONNECTIONS MASONRY) U „ ` z = ***N OTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING*** Q fn,a _ �, M b W 006^ CIO C, ' Z O 8 H Z C;ARI F FNII (rr� FI AT (:FII Mr, gni/ RC1.qTC)N HIP > W NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. 3/4"=11-011 (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN T' EMBED. INTO SLAB ONLY REQ'D @ BRIG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ - 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i 32" O.C. GABLE TRUSS TO MASONRY. AT MAIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR NITS 12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY GABLE END AT VALLEY FRAMING FIELD FRAMED VALLEY DETAIL X1-1/ FO NON—BEARING WALL CLIP DETAIL MF0TYPICAL HEADER DETAIL NOT USED 1/2"=V-011 3/4"=1'-0" 1/2"=l' -O" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, ar transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. _ 3/4"=1'-0" c �v\1 DING SANFORD °FPAR_V � X16-1624 SD3 CD z i = 0 v Sgt Q O W 006^ ' Z 8 H Z J W H •�� LU —1 I— Z Z ~ W > Ur i W U) 00000 ) t _ N SD3 z O N Z J O 0 �alw 00000 _ N 0W Z X00 LU O 0 HCH 12 J STRUCTURAL ENG: CFG / BAD DRAFTING _-STRUCT: JRH QC CHECK CC C = JOB No. TM- 2152303 J SCALE: AS INDICATED J DATE: 06/01/2016 SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0"LONG. TYP. <11�.\ PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. r-- DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 48" 2x8 STUDS MiN ATTACH 2x STUDS TO — • • TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL (EXTERIOR DOUBLE 2x4 TOP PLATE OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" z W 1 1/2" WR. 11 11 04 N N N OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U NAIL BOTTOM PLATE z TO CORNER STUD 00 PACK w/ (4) 10d NAILS U) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL N 10d x 3" COMM( 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND7 INSTALLED VERTICALLY. (DNAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS Z @3"O.C. v Z _j NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o 'A'= NAIL SPACING I =___= IT 11 Tr ID L.u_�Q „ 6 a = i w NAILS @ 3 O.C. I 20/'F scge OV SC' II I I II II II L� _ k� R T ROOF SHEATHING, 2x.4 F)Q I& I I I II I I II w u� � � O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2„ ��cTATR FASTEN PER PLAN F C 'o O N r a U) z = COMMON NAILS @ 3 O.C. tiOF�hs ryop� 9S 77 III — � u 40 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — o o a O ti III III I I I I I WALL SHEATHING O = SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS III III II II I DETAIL. MAX 1/8" g O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" III OPENING III II II II SPACE BETWEEN w W COMMON NAILS @ 3" O.C. O.C. MAX. 4 w �- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS III III I I PANELS x u, 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO O @ 4" O.C. PROVIDE (4)10d x3" III I I I I I I I ( HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT 3 -� PER -ENG TRUSSES III TYP. III I I I I I I = p TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS III [AROUND III I I II II 2x STUDS BEYOND, H OJ O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. OPENING SEE PLAN FOR MORE W W VERTICAL MEMBER IF GABLE END _11,11:311100 CONNE TION 0 z Q 00 D z J :n 00 C C 0 u a EDGE DISTANCE PER VVIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT III III 11 11 I I O Q W BETWEEN EXTERIOR C PER -ENG TRUSSES INFO F- z l- -O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA ATTACH 2x STUDS TO CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN U) III CONDITIONS V/ / (2) 8d TOENAILS TOP PLATE W/ (4) 16d LEDGER PER PLAN 0 (III II II (III II II II o� 00 NAILS ((2) ON EA. SIDE) ILL - AIL 2x FRAME WALL PER 2x8 STUDS PER ----- ==11=0U_ _-------- O TYP. AT ALL EXTERIOR 2x4 BLOCKING PLACED SEE ELEV. FOR 2x BLOCKING W/ (2) FRAMING PLAN FLATWISE (2) 16d FLOOR SYSTEM CONDITIONS W CUT TO FIT 2x BOTTOM PLATE CONDITION @ FRAME WALL OPENING SIZE 1 BEYOND SEE PLAN ++ x x x x _...._ SIDE VIEW @ BASE OF POST SHEATHING DIAGRAM It= CORNER COLUMN FRAMING TOP SPLICE BOTTOM SPLICE OVER 3/4"=1'-0" Q TOP & BOT., 2x8 TO STUD 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LS'TA30 W/ 2x12 w/ 10d X 3" NAILS DOUBLE 2x8 TOP TOP PLATE TRANSITION 2x4 #2 SPF ROOF TRUSS - SEE PLATE (22) 10d NAILS (ALL AF�OTYPICAL TOP PLATE SPLICE @ BRG. WALL @ 6" O.C. 2x12 AT NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" z W 1 1/2" WR. 11 11 04 N N N OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U NAIL BOTTOM PLATE z TO CORNER STUD 00 PACK w/ (4) 10d NAILS U) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL N 10d x 3" COMM( 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND7 INSTALLED VERTICALLY. (DNAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS Z @3"O.C. v Z _j NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o 'A'= NAIL SPACING I =___= IT 11 Tr ID L.u_�Q „ 6 a = i w NAILS @ 3 O.C. I 20/'F scge OV SC' II I I II II II L� _ k� R T ROOF SHEATHING, 2x.4 F)Q I& I I I II I I II w u� � � O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2„ ��cTATR FASTEN PER PLAN F C 'o O N r a U) z = COMMON NAILS @ 3 O.C. tiOF�hs ryop� 9S 77 III — � u 40 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — o o a O ti III III I I I I I WALL SHEATHING O = SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS III III II II I DETAIL. MAX 1/8" g O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" III OPENING III II II II SPACE BETWEEN w W COMMON NAILS @ 3" O.C. O.C. MAX. 4 w �- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS III III I I PANELS x u, 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO O @ 4" O.C. PROVIDE (4)10d x3" III I I I I I I I ( HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT 3 -� PER -ENG TRUSSES III TYP. III I I I I I I = p TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS III [AROUND III I I II II 2x STUDS BEYOND, H OJ O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. OPENING SEE PLAN FOR MORE W W VERTICAL MEMBER IF GABLE END _11,11:311100 CONNE TION 0 z Q 00 D z J :n 00 C C 0 u a EDGE DISTANCE PER VVIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT III III 11 11 I I O Q W BETWEEN EXTERIOR C PER -ENG TRUSSES INFO F- z l- -O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA BLOCKING GYPSUM WALLBOARD ROOF SHEATHING, CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN U) III II I II II II TRUSS CONNECTION (2) 8d TOENAILS I I I II I LEDGER PER PLAN 0 (III II II (III II II II o� 00 i_jL==ice ILL - AIL 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. ----- ==11=0U_ _-------- O N2 2x4 BLOCKING PLACED SEE ELEV. FOR 2x BLOCKING W/ (2) W 0 `� FLATWISE (2) 16d FLOOR SYSTEM EACH END W CUT TO FIT 2x BOTTOM PLATE CONDITION @ FRAME WALL OPENING SIZE 1 BEYOND SEE PLAN ++ x x x x _...._ SIDE VIEW @ BASE OF POST SHEATHING DIAGRAM It= CORNER COLUMN FRAMING 6FII EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD ROOF SHEATHING, CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM CMU WALL PER PLAN E NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER SEE TRUSS PLAN FOR 2x4 PT LEDGER W/ 2x4 #2 SPF BLOCKING @ 24" O.C. SCREWS @ 16" O.C. NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN 1/4" x 2 3/4" TAPCONS Al 2x4 BLOCKING PLACED SEE ELEV. FOR 2x BLOCKING W/ (2) SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE EACH END O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE AR" TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. SIMPS. SDS SCREWS @ PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. TO GABLE END STUDS u SEE TRUSS PLAN FOR SEE TRUSS FLAN FOR 2x4 #2 SPF BLOCKING @ 24" O.C. SCREWS @ 16" O.C. w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. DOUBLE TOP PLATE HTS20 CLIP FROM TO MASONRY w/ 2x6 PT MORE INFO & MORE INFO & w/ (2) 16d END NAILS 1/4" x 2 3/4" TAPCONS Al SYP #2 LEDGER w/ 1/4" SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END 5/8" THREADED ROD w/ @ EACH STUD 12d NAILS @ EACH END SEE FOUNDATION a, .. , i i / PLAN FOR ADDITIONAL ++ x x x x _...._ SIDE VIEW @ BASE OF POST It= CORNER COLUMN FRAMING 2x12 BOX HDR w/ M's Q TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LS'TA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE — Ww (22) 10d NAILS (ALL zF @ 6" O.C. 2x12 AT EACH VERTICAL SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS :5 WALL TO PRECAST ATTACHMENT BY A NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF `+ ` + (4) 12d NAILS EACH +; EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION S 0 4 HEADER @ POCKET SLIDER 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ c 2x BRG WALL, SEE I i STAGGERED INTO TRUSS & 3 12d () EACH VERTICAL "" PLAN FOR STUD SIZE &TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN 2) 2x ( SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO d',. UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •d 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r' SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER F1 SECTION @ DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER �/ 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. SIMPS. SDS SCREWS @ EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND TO GABLE END STUDS u NAIL AS SHOWN (5) 10d (2) 1/4" X 3'/z" SIMPS. SD; NAILS PER PLY SCREWS @ 16" O.C. w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. EXT. BEAM PER PLAN HTS20 CLIP FROM TO MASONRY w/ 2x6 PT POST TO BEAM SYP #2 LEDGER w/ (2) PLAN VIEW @ TOP OF POST 1/4" x 2 3/4" TAPCONS Al SYP #2 LEDGER w/ 1/4" PT POST PER PLAN x 2 3/4" TAPCONS @12" ABU POST BASE PER O.C. PLAN SIMPSON H3 CLIP 5/8" THREADED ROD w/ NUT SET IN ADHESIVE a I SEE FOUNDATION a, .. , i i / PLAN FOR ADDITIONAL _U�3� INFO SIDE VIEW @ BASE OF POST It= CORNER COLUMN FRAMING �/ LINTEL PER PLAN �/1-D—�- 2x8 #2 SPF VERTICAL w 2x6 SYP #2 LEDGER. TO 2x4 SYP #2 LEDGER. STUDS w/ (2) 1/4" X 4'/" TO STUDS OR BEAM w/ SIMPS. SDS SCREWS @ (2) 1/4" X 41/2"' SIMPS 16" O.C. MAX.; SDS SCREWS @ 16" TO GABLE END STUDS u EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SD; TO GABLE END STUDS SCREWS @ 16" O.C. w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. MAX.; SDS SCREWS @ 16" TO MASONRY w/ 2x6 PT O.C. MAX.; SYP #2 LEDGER w/ (2) TO MASONRY w/ 2x4 PT 1/4" x 2 3/4" TAPCONS Al SYP #2 LEDGER w/ 1/4" 12 12" O.C. x 2 3/4" TAPCONS @12" SEE PLAN SIMPSON H3 CLIP LINTEL PER PLAN �/1-D—�- 2x8 #2 SPF VERTICAL w SHEATHING PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 41/2"' SIMPS CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; SHEATHING PER TO GABLE END STUDS SHEATHING PER w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY rSDO1 TYPICAL SHED ROOF DETAIL 1/2"=11-011 1/2"= 1 1-01, LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 10dx3" 10d x 3" OPP. SIDE INCE PER LLI Q 0 III o, ``````��� ► u u ��LU a p � z z ROOF HING, z 0 ` 1 `00 U FASTEN PER 3 W ® J : J ! Q Q Q LL 2x4 #2 SYP CONT. w/ (2) _ 16d COMMON NAILS 'k EA. STUD OR TRUSS MEMBER, TYP. (MAX. LLj 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS� w/ MIN. 2" EMBED. @ p o 24" O.C. U ,F Q c O TRUSS PER PLAN i,6 o z d G (D �— WOOD/MASONRY _ +' U WALL OR TRUSS, SEE U_ O PLAN (TRUSS SHOWN) Q U z O Cn0 1-011 LU o: Jz 0 LFn y �sg� U) �. QZj UL W " ` je O z z —� 0 J �— 2x8 TO UNDER SIDE OF U Z Z v ROOF SHEATHING O < • W U.1 W o z z 61 \— O 2x8 #2 SPF VERTICAL LINTEL PER PLAN �/1-D—�- 2x8 #2 SPF VERTICAL w W „ @ 24 O.C. w/ EXT. @ 24 O.C. w/ EXT. U SHEATHING PER SHEATHING PER zW NAILING SCHEDULE & .� NAILING SCHEDULE & p LU (4) 12d NAILS EACH (4) 12d NAILS EACH W = TRUSS MEMBER TRUSS MEMBER U U Q z 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ — Ww EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY W BUILDER a 2 S 0 4 HEADER @ POCKET SLIDER z pp c Z 1/2"=1'-0" 1/2"=1'-0" Q 3/4"=1'-0" (\,% 1/2"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. O 0 C-4 11 J z C _ Z J 0 0 J z � � W ~ W) 0 1 = 0000 C4 m ~ 0 W z w ��0 V5 0 ~2f- 0 U) a W tY STRUCTURAL ENG_ CFG / BAD 0 DRAFTING: -STRUCT: JRH QC CHECK. CC w�LDI/yc Z JOB No. TM 2152303 W SCALE: AS INDICATED SANFORD 0 W DATE: 06/01/2016 W FPA K- T L 6 �24 #j6 I— SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN ly SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN 4 LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER --- PLAN FIN. FLR. 00 GRADE DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE i1��31►1F9:1»:i�A_L 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi I NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS- SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS FOUNDATION PLAN FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR ` EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEENIF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION 2nd FLOOR BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16 O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W1(2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12 O.C. 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES@ 24" O.C. EACH END SEECMU CMU (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN I4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER �. 3" O.C. WALL MASONRY WALL PER • r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTION 6�a TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 6�jA FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z a � SEE ARCH DWGS FOR W TOPPING INFO 0- 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING CONNECTIONS SLOPED BALCONY FLOOR TRUSS (12" SIMPSON SP4 w/ (6) 1 Od Ptj<<s TALL) (60/15/5 MIN. a LOADING) W/ LUS26 OR f. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR '• PROVIDE ADEQUATE �• SIM. END CONDITION WATERPROOFING. NO SIMPSON MSTAM36 �. CONCRTE SLAB LINTEL PER PLAN PERMITTED (2) 2x SPF TOP PLATE DOUBLE 2x TOP PLATE iE U.N.O. ON PLAN (� DOUBLE 2x TOP PLATE W W SOLID SHEATHING @ _ TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO �i Z JAMB STUDS 2x BOTTOM PLATE > W 2x BOTTOM PLATE HEADER ] co FRAME CONNECTION. STUDS & (8) 1/4" X lL 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1 O SEE STANDARD 2-1/4" TITEN SCREWS '- 00000 ATTACHED PER ATTACHED PER F�<� StiFFT x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE W Z NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 0 USE SIMPSON O 5 O H H STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° a. MSTCM60 STRAP W/ STRUCTURAL ENG: CFG / BAD DRAFTING: ANGLE) W/ (22) 1 Od ANGLE) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 -STRUCT: JRH NAILS. BEND STRAP QC CHECK: CC 2x SPF TOP PLATE NAILS. BEND STRAP S ..- BUILT-UP COLUMN(2) 1/4" X 2-1/4" TAPCONS ....._.:.._ = JOB No. pp � j SCALE: ------------ -- --------- AS INDICATED - OVER TOP PLATE MIN. 06/01/2016 U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP FACE OF JAMB STUDS/ 7 HEADER - SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN \ HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM INSTALL LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 1 Od TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING UNDER COLUMN U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 Od NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x MOISTURE SO TYPICAL GIRDER COL. CONNECTION TYPICAL GIRDER COL. p� HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O BAfiso BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW BUILT-UP COLUMN 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS INFO. SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER .CRIPPLES @ 16" O.C. AT EA. END NAILED TO *ATA STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 1 O TOENAILS STUD PACK w/ 1 Od BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 1 Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ` CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d ` OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od ' CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 y THAN 4' BUT. LESS 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. M THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / INFO. REFER TO (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL FLOOR W/ (14) 1 O NAILS LINTEL COURSE OR INTO FILLED CELL USE 1/4" X 1 3/4" TITENS) 2x TOP & BOT. RIBBONS, CONT. SIMPSON LSTA30 w/ (11) 10d TO STUDS ABOVE PLATE U.N.O. FOUNDATION PLAN FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR ` EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEENIF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION 2nd FLOOR BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16 O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W1(2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12 O.C. 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES@ 24" O.C. EACH END SEECMU CMU (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN I4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER �. 3" O.C. WALL MASONRY WALL PER • r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTION 6�a TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 6�jA FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z a � SEE ARCH DWGS FOR W TOPPING INFO 0- 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" W Q 0 SOLID SHEATHING @ SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" SIMPSON SP4 w/ (6) 1 Od Ptj<<s TALL) (60/15/5 MIN. a LOADING) W/ LUS26 OR f. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR '• PROVIDE ADEQUATE �• SIM. END CONDITION WATERPROOFING. NO �. CONCRTE SLAB LINTEL PER PLAN PERMITTED (2) 2x SPF TOP PLATE NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" W Q 0 SOLID SHEATHING @ p HEADER C SIMPSON SP4 w/ (6) 1 Od Ptj<<s w CC x1-1/2" @ 24" O.C. (USE yFFT ' z SP6 @ 2x6 STUDS & O SP8 @ 2x8 STUDS) N z CL (2) 2x SPF TOP PLATE O iE U.N.O. ON PLAN (� HEADER - SEE 2ND W W FLOOR PLAN FOR MIN. _ HEADER SIZE & REQ'D �i Z JAMB STUDS 911 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. L IF HEADER IS UPSET j > AND WINDOW IS m W LOWER: (1) 2x SILL PLATE w/ (2) 1 Od _0 ll I I TOENAILS. EXT. U_ HEADER OPENINGS I LESS THAN 4FT:(1) 2x U_ W �t SILL PLATE w/ (2) 1 U_ CL �11111111//I TOENAILS. OPENI O �0� , .k ��� 0 LARGER THAN 4FT 2) ��r� ,•• 611 ell. W o L PLATE w/ A ,' �••"� �•• r/ � e Z Z CLIP SIDE xogo w� ® U CRIPPLES C�, J w/ (2) 10d TOENAI_ ® 2 T&B (PLYWOOD ' C SHEATHING REQ'D •. r' :3O ILL eggs* SEE FRAMING PLAN < FOR FLOOR CONNECTION L F C FLOOR GRIDER OR BEAM C 3/4"=1'-0" SANFO�D 1624 r 7 I I Cn J Z C Z W 0 S� N 11 j j LL. O J Z v 07 O = J vJ �� z06 Z W �— > W C ] co Q LU lL Y yr C Z O N 11 07 Z 0 0�� ] co Q LU '- 00000 N W Z LL W >- 0 -- O 5 O H H a. STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH QC CHECK: CC C-- ---- ..- -- — - - -- _------ --- _ ....._.:.._ = JOB No. pp TM- 2152303 j SCALE: ------------ -- --------- AS INDICATED - DATE: i 06/01/2016 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. SCHEDULE NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACH END ATTACHED PER (2) 2x4 #2 SYP NAILING SCHEDULE (2) 2x4 #2 SYP 2x8 #2 SYP P.T. SILL - SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE BLOCKING wJ SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d BLOCKING w/ SIMPSON NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER HUC24-2 EACH END, NAILING SCHEDULE MASONRY WALL A MORE INFO MAX 5" FROM KING STUD FRAME WALL FLOOR TRUSS PER o HUC24-2 EACH END, 1 PRE-ENGINEERED — FOR MORE INFO LEDGER W/ (2) Y4"x3-1/2" ATTACH PER NAILING BAYS @EACH USE (4) 10d & (2) 10d zpill J SDS WOOD SCREWS @ 0 U 0 Z ... • SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) USE (4) 10d & (2) 10d 2x6 #2 SYP CONT. 0 SCHEDULE DIAGONAL AS SHOWN. Q(.. FROM EA. END - USE NAILS. UNDER I SDS WOOD SCREW@USS. (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO NAILS. UNDER O.C. LUS26-2 FOR 2PLY MRUSS. VERIFY W/ J,SEE PIAN WINDOW JAMBS ONLY TRUSS SS SHOP MIN. (4) 16d NAILS TO DRAWINGS WINDOW JAMBS USE OPT. TRUSS 2x8 SYP #2 LEDGER W/ MAX. (AT EA. SIDE S) p. (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"= 1 '-0" PLAN PLAN 1-1/2"=1'-0" 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL - SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE INTERIOR FINISH USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A MORE INFO MAX 5" FROM KING STUD FRAME WALL FLOOR TRUSS PER o PLAN 1 ® SEE PLAN 2x8 #2 SYP P.T. SILL - FROM TOP OF WALL SEE ARCHS FOR FROM EA.END FURRING AND I IMPSON H2.5 EA. INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER PLAN PLAN 1 /2"=1'-0" WALL SPLICE DETAILS EXTERIOR SHEATH("'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PEF NAILING SCHEDULE LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING 2x8 #2 SYP P.T. SILL - FROM TOP OF WALL PLATE W/ 1/2" EPDXY FROM EA.END ROOF SHEATHING — I IMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SHEATHING TO SCHEDULE OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ROOF SHEATHING — PRE-ENGINEERED — CONT. #5 IN TIE BEAM I ATTACH PER NAILING RUSS TRUSS PER PLAN fiFl BRACING @ 2 STORY FRAME WALL MORE INFO MAX 5" FROM KING STUD SCHEDULE 2x6 #2 SYP CONT. o Q 1 PRE-ENGINEERED — FOR MORE INFO LEDGER W/ (2) Y4"x3-1/2" ATTACH PER NAILING BAYS @EACH NAILS INTO HEADER zpill J SDS WOOD SCREWS @ 0 U 0 Z ... • SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) 16" O.C. MAX. & 3" 2x6 #2 SYP CONT. 0 SCHEDULE DIAGONAL AS SHOWN. Q(.. FROM EA. END - USE SIMPSON LUS26. USE I SDS WOOD SCREW@USS. (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO TRUSS O.C. LUS26-2 FOR 2PLY MRUSS. VERIFY W/ (DRAWINGS � SCREWS FOR 24” O.C. TRUSS SS SHOP MIN. (4) 16d NAILS TO DRAWINGS EA. TRUSS, 24" O.C. OPT. TRUSS 2x8 SYP #2 LEDGER W/ MAX. (AT EA. SIDE S) w MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER IDE OF G.T. USE (4) s6d NAILS) LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE 2x8 #2 SYP P.T. SILL PLATE w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL - FROM TOP OF WALL PLATE W/ 1/2" EPDXY FROM EA.END TO BOTTOM OF SILL o J -BOLT W/ MIN. 7" PLATE ATTACH PER EMBEDMENT @ 32" SHEATHING TO NAILING SCHEDULE OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ROOF SHEATHING — IMPSON H2.5 EA. CONT. #5 IN TIE BEAM I ATTACH PER NAILING RUSS ARCHS fiFl BRACING @ 2 STORY FRAME WALL MORE INFO MAX 5" FROM KING STUD SCHEDULE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o Q 1 PRE-ENGINEERED — FOR MORE INFO ATTACH PER NAILING BAYS @EACH NAILS INTO HEADER zpill J TRUSS PER PLAN 0 U 0 Z ... • SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) 1 2x6 #2 SYP CONT. 0 SCHEDULE DIAGONAL AS SHOWN. Q(.. IIRECLEDGER W/ (2) Ya"x3-1/2" SIMPSON LUS26. USE ESS LEDGER INTO SDS WOOD SCREW@USS. LUS26-2 FOR 2PLY VERIFY W/ 16„O.C. MAX. & 3 TRUSS UR USS SHOP FROM EA. END - USE (3) Z (DRAWINGS � SCREWS FOR 24” O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. (AT EA. SIDE S) w LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE 2x8 #2 SYP P.T. SILL PLATE w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL - EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR o J -BOLT W/ MIN. 7" PLATE, SP8 TOP AND EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D (2) 2x4 TOP PLATE CONT. #5 IN TIE BEAM 2x BEARING WALL EXT. FINISH PER WITH ROOF LOAD ARCHS fiFl BRACING @ 2 STORY FRAME WALL 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END =w: C SECTION @ OPEN TO ABOVE 12 PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE - MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN FLOOR GIRDER SEE PLAN FOR CONNECTION EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT IF SHEATHING IS NOT CONNECT TO DOUBLE I U CONTINUOUS TO BASE TOP PLATE W/ 16d o \ PLATE, SP8 TOP AND NAILS @ 6" O.C. W 2nd STORY WALL NAILS @EACH END. BOTTOM ARE REQ'D 006 C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE vJ 2x BEARING WALL O WITH ROOF LOAD BOTTOM PLATE BLOCK ADJACENT fiFl BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d W I U '"'0 ®' o (2) 2x HEADER O W 2nd STORY WALL NAILS @EACH END. (- 006 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR ( r0 vJ SEE FLOOR PLAN O I - BOTTOM PLATE BLOCK ADJACENT Q MORE INFO MAX 5" FROM KING STUD U F- � W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o Q 1 U FOR MORE INFO ATTACH PER NAILING BAYS @EACH NAILS INTO HEADER zpill J O 0 U 0 Z ... • SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 0 SCHEDULE DIAGONAL AS SHOWN. Q(.. 1 1 c.,... 0 1 BETWEEN FLOORS REVIEW THREADED ROD SPACING 1 FASTEN ROOF Q _ -- - SHEATHING TO H BLOCKS W/ 8d NAILS @ W 6" O.C. 0 W X (5) 16d NAILS BRACE ' z TO BLOCKING It 0 0 N PROVIDE 2x4 BRACE Z a - TO EACH ADJACENT O DIAGONAL, FASTEN (� TO DIAGONAL W/ (2) W U) 16d NAILS W LO TRUSSES PER PLAN W O.S.B. TO OVERLAP O BOTTOM PLATE 1 1/4"U (MIN.) WALL BRACING @ 48" Z 2x LEDGER TO UPPER O.C. MAX. 45° FROM p FLOOR WALL W/ HORIZONTAL (+/- 10°) = j 1/4" X 3-1/2" SIMPSON BRACE NOT REQUIRED m SDS SCREW @ 16" O.C. 6' FROM EAVES. qQ uni ♦ x•••1••••••,2 • LL W ° ,moi tr*q _ W v (2) 2x SPF TOP OtZ J PLATES U.N.O. mills 0 M W I U '"'0 ®' o (2) 2x HEADER O W • �!z 006 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR ( r0 vJ SEE FLOOR PLAN O I - c N Z MORE INFO MAX 5" FROM KING STUD U F- � W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o Q 1 U FOR MORE INFO O 0 NAILS INTO HEADER zpill J O 0 U 0 Z ... • SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 0 Q(.. 1 1 c.,... 0 1 BETWEEN FLOORS REVIEW THREADED ROD SPACING 1 Z 1 1 1 BOTTOM OF FLOOR SYSTEM w 1 2x STUDS SEE PLAN 1 FLOOR TRUSS DOES NOT ALIGN DIRECTLY p STUDS ABOVE ARE OIF UNDER 2ND STORY COLUMNS, PROVIDE 1 1 I TO ALIGN W/ STUDS 1 SOLID BLCOKING WITHIN FLOOR SYSTEM - 1 I I 2 STORY INTERIOR BEARING WALL BELOW 1 z pp 1 o 1 1 1 1 1 1 Z 1 1 B O O I II 1 11 1 J IIS P 1 1 1 Z 1 T_ 1 1 1 1 2x SPF BASE 1 Z J O PLATE 1 I I PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM Z (2) 2x SPF TOP PLATES U.N.O. ��O 1 1 1 1 0u000 1 1 1 1 1 (2) 2x HEADER 1 � � N m 1 1 SEE FLOOR PLAN 1 I 1 1 FOR MORE INFO 1 2x STUDS SEE PLAN O _ -Z STUDS ABOVE ARE TO W ; 4@B) ALIGN W/ STUDS BELOW (D � a0= U) 0 F- 1 W D � 1 1 1 cn 0- ' 2x P.T. BASE PLATE SEE BEARING SCHED. STRUCTURAL ENG: CFG / BAD FOR A.B. INFO (� I I I q 1 1 1 1 •��A' Q R " . ' ••• RA �j ••oeNN e O J J Ro LL O r i W 0 M W I U '"'0 ®' o O W • �!z 006 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR ( r0 vJ O I - c N Z MORE INFO MAX 5" FROM KING STUD U F- � W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o Q Q U_O U 06 �N O 0 NAILS INTO HEADER zpill J O 0 U 0 Z ... • SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) 0 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 0 Q(.. c.,... 0 r i W 0 M W I U '"'0 ®' o O a �!z 006 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR a Ld vJ W z I - Z MORE INFO MAX 5" FROM KING STUD U F- � W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d (� wt- .. d Q Q U_O 06 �N O 0 NAILS INTO HEADER zpill J O 0 U 0 Z ... • SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) 0 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 0 W r •�� 1 SEE FOUND. PLAN FOR FTG. REQ. L "'r 1 1 I s J Z �!z 006 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W z I - MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q W NAILS INTO HEADER IF PORTIONS OF THIS WALL O _ SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @) D IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO Z BOTTOM OF FLOOR SYSTEM w FLOOR TRUSS DOES NOT ALIGN DIRECTLY p OIF UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM - 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z pp o Q Z O O 04 11 J IIS P Z T_ 1 Z J O O Z ~ ��O 0u000 � � N m O O _ -Z W U 0 0 (D � a0= U) 0 F- W D � cn 0- W STRUCTURAL ENG: CFG / BAD (� DRAFTING: H -STRUCT: JRH J QC CHECK: CC H JOB No. TM- 2152303 �rawLDPNG` Z -- -- ---...--- .-... LU SCALE: AS INDICATED SANFORD W DATE: 06/01/2016 U) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 FLOOR SYSTEM LIP TO IW - OF LANDING W/ MIN. (6) 16d NAILS FROM D LEDGER TO STUD PACK J LINE UP 2xJOIST IN LINE WITH MIDDLE Z w STANDARD(3)2X12 2x12 STRINGER TO BE p STRINGERS W/ UTILIZED AS BLOCKING w SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING Z FRAMING 2xJOISTS @ LANDING 0 @ 16"O.C. W/ SIMPSON o N o A35 OR LUS26 HANGER ZO n" z ON EACH SIDE �W U) � 0o z W 6" MIN. Q LO Ll W p O U Z (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO M W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ _, o Q � STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. p TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z BUILT UP COLUMNS " " TOENAILS EACH END x 3 1/2 TITENS @ 16 � 111111/LLI � BELOW O.C. MAX. FOR A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL) 10" MIN. Q ��c�,•••,. °° SEE SCHEDULE FOR MAX WIDTH OF LANDING dW O �•'• 0 � � rC=).r Z Z MIN. (3) 2x SYP #2 STUDS REQ'D @END 3/4" PLYWOOD OR OSB �� y«. j� r OF LANDING W/ MIN. (6) 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL �k•+s••.•�`•��R J JO ►�0 PACK PER GENERAL FLOOR CONSTRUCTION NOTES d . MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDINGZZ w STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR d I'""''''' `7 M pi SIMPSON A34 / A35 CONSTRUCTION 00 ` No CLIP TO FLOOR ? NOTES U Z SYSTEM & LANDING ��... 16 O.C. p o FRAMING U_ g MAX BEAM @ END OF Q ` O p LANDING PER SCHEDULE w , W ~ �� SEE PLAN FOR ,r MASONRY WALL OR WOOD WALL O SIMPSON A35 Z B B CONNECTIONS O MASONRY WALL OR FRAME WALL BEYOND a (2) 2x BEAM PER 2x JOIST (P.T. IF Lj SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R R c �+ �+ �'+ p F_ Z STRINGERS TO @16"O.C.W/SIMPSON LEDGERw/(3)16d u -y CROSS SECTION OF BEAM TO LEDGER (� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. rn `.J -i TO BEAR DIRECTLY ON v~j `� W n ON EACH SIDE TO EACH STUD. ((2) 1/4 BUILT UP COLUMNSx 3 1/2" TITENS @ 16" JzM 3;BELOW Ir- o� .. MAX. STRINGERS TO BE co (D Q: I2 1 A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING p < z 00F, r SEE SCHEDULE FOR MAX WIDTH OF LANDINGW (3) 16d TOENAILS Q to a iF °9 g \ ST02 NOT USED U z z La C BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (2) (2)12d 4" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 16d TOENAILS SOLID (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH I— (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS ^. (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9'-0" \ 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 8'_0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID-SPANSUPPORT AF (2) 2x12 A 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO I I 2x JOIST (P.T. IF STRINGER III ATTACHING TO STUDS W/ (2) 16d TOE I I I I < MASONRY WALL) CONT I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I 2x4 #2 SPF STUDS NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE a END OF GUARDIRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, 0 O LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) 10d NAILS @ 4” O.C. CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO U TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN OPENING W/IN VERTICAL LOCATIONS HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" w (2) (2)12d 4" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 16d TOENAILS SOLID (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'_0" (1) 2x12 (1) 2x8 2x6 4'-0" I— (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 T_0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'_0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'_0" (1) 2x12 (1) 2x8 2x6 5'-0" U 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 914" (1) 2x12 (1) 2x8 2x6 6'-0" FLO OR BEAM SEE EQUALLY t PLAN Z w -. __._ . _. SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN SANFORD 0 o --- - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 4 0C DATE: 06/01/2016 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS `�`'�r�rrti�°' W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (S'T�01 GEN. STAIR AND LANDING FRAMING DETAILS PLY BEAM TOGETHER USING NAILS AT O.C. rSTO3 HANDRAIL CONNECTION AT FLOOR TRUSSES m w (2) (2)12d 4" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 16d TOENAILS SOLID SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1 ` is a oqLU _ 3/4"=1' 0" N.T.S. UNDER BEAMS LESS THAN 2x12) # I— 3Y2211 0 SEE ARCH PLAN I I — 2x4 CONT. TOP PLATE U MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z STUDS W/ (2) 16d TOE < W 2x4 #2 SPF STUDS X X NAILS W _ ' @ 24„ O.C. 2x4 SILL PLATE W/ (2) GUARDIRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, 0 O 2x6 VERTICAL @ 6-0 10d NAILS @ 4” O.C. 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U O.C. MIN. AND @ ANY (NOTCHED @ 2x6 � 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND Q OPENING W/IN VERTICAL LOCATIONS TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z HANDRAIL NOTCH SILL PLATE p KNEEWALL FOR VERTICAL NOTCH SILL AND (n PLYWOOD FLOORING d TO ALLOW VERTICAL 2 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO z m NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS n @ ANY OPENING Q 00 Z N 2x4 CONT. TOP PLATE 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE p I'- - r17 TO TRUSS W/ (3) Ya" x 3" 3 1/2" TO STUDS W/ (2) 16d � Z � SECTION X -X DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS w Z Q N.T.S. EQUALLY H 0 J SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p QGi LLJ 2x4 CONT. TOP PLATE 2x4 CONT, TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER ATTACH TOP PLATE TO 4 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE W 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE3 ATTACHED TO TRUSS NAILS NAILS �`�` I BELOW (OTHERWISE F- Ln 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d � N m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @BOTTOM) 0 0 J 0 Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I p V W Z SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z W �. Q 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. U � Q O Z ACCOMMODATE 2x I CONT. BRACE & 10d (1) 0Lij 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. FLOOR SHEATHING m 0- W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS STRUCTURAL ENG. CFG /BAD TO SLIDE DOWN TO W/ (2) Y4'x3" SDS � U DRAFTING: WFT[- (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY � STRAP (1 EA. SIDE OF _ SPACED & CENTERED -STRUCT: JRH STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS ------ - _- TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6'-0" O.C. & Q QC CHECK: CC FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING �1.>u_n',� i= JOB No TM 2152303 BASE PLATE PER FLOOR PLAN NOTE: OR BEAM SEE EQUALLY t PLAN Z w -. __._ . _. SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN SANFORD 0 --- - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 4 W DATE: 06/01/2016 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS `�`'�r�rrti�°' W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (S'T�01 GEN. STAIR AND LANDING FRAMING DETAILS PLY BEAM TOGETHER USING NAILS AT O.C. rSTO3 HANDRAIL CONNECTION AT FLOOR TRUSSES m (2) (2)12d 4" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 16d TOENAILS SOLID SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1 ` 3/4"=1'-0" (3) (BLOCK _ 3/4"=1' 0" N.T.S. UNDER BEAMS LESS THAN 2x12) # COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.