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Home My WebLink About257 Big Spring Ter 16-1994 New Construction SFHTHORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 200 AMP 5ERVICE/PANEL BOX, PAINTED KNEEWAL5, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, REDRAW NOTES LOT 113 - THORNBROOKE 40 ' s DARLINGTON - 2585 - ELEV. "A" GARAGE RIGHT TAYLOR MORRISON 06-14-16 CREATED LOT 5PECIFIC PLAN FOR LOT 113 IN THORNBR00KE 40'5, ELEVATION "A" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: (6) OILING FAN PRE-WIRE5, ADDITIONAL 51NK AT BATH 3, TRAY AT MA5TER SUITE, 9 FT. POCKET 5LIDER AT FAMILY ROOM, S FT, INTERIOR DOOR5 AT MAIN FLOOR, (2) RECE55ED CAN LIGHT5 AT BAR IN KITCHEN, VENT HOOD TO OUT5IDE, R-35 IN5ULATION, LAUNDRY TUB ROUGH -IN, 15T AND 2ND FLOOR WOOD BALU5TER5. PLAN REVISIONS RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #16- 1'994 c DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 -FRONT ELEVATION 3A2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PIAN GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.CRR - 5TH EDITION (2014) NOTE: ANY DIMENNON5 AND/OR GALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C,R - 5TH EDITION (2014) R102.3.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R 5TH EDITION (2014) R103b.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE5I5TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INGH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM G 926. PER F.B.C.R. 5TH EDITION (2014) R103b.2.1 WEEP 5CREED6 SHALL BE A MINIMUM NO. 2b GALVANIZED SHEET GAUGE CORRO51ON-RE5I6TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INGHE5 SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.G.R 5TH EDITION (2014) R103b.3 WATER RESISTIVE 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) R103.6.5 OR IN ACCORDANCE WITH A5TM G 926, 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM 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 S.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 INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 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. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-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 INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (5.C) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CLO5ING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4dV, TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R9052.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615118 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R, - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH 45TM D 226, TYPE II; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA55 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 R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREA5: I. GEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR Wki TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E 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 USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL GONTRACTO5,A5 AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLAD. 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 APPLIA 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 5H&L BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES 06 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. F EXHAUST FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL;;EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 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 (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN FBG, ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DI5(,REPANCY 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 REV151ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED • x w 150 STATE STREET EAST OLDSMAK FLORIDA 39677 813.925.1300 TEL 813, 925. 1800 FAX W W W.DAVISBEW&COM TAMPA • IDE , V EST. 1994 Fes. - r 0 _j 00 OJccoIsWNW 0 0) Y/ N - N L o8LL O .0N L.� 0 0 ID 0,� C0 04 = J °M 00 Tro" ZNL,1 JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED •TI TLE • COVER SHEET GENERAL NOTES DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAK FLORIDA 39677 813.925.1300 TEL 813, 925. 1800 FAX W W W.DAVISBEW&COM TAMPA • IDE , V EST. 1994 Fes. - •TI TLE • COVER SHEET GENERAL NOTES 15'-0" HB. tIv ELEVATION (-) 0'-4" 52'-4" PITCH - 1/8" / FT. a v LU a 7'-4° i' 8 13'-8" TAYLOR MORR15ON USES 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5U5TERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS 5ETWEEN WALKWAY AND GARAGE ,T e, #1 - 994 SLAB INTERFACE PLAN SCALE: 1/4" = 1'-0 GARAGE RIG W . C x ca w DAVIS BEWS DESIGN GROVP r 0 J -�-� EST. 1994 L0 cocq i O N M I N _ J N M O p L, 0 0 2 -0 N �1 C0 _0 Y W yy 0 0 T� Z . oe G.G. VERIFY ACRYLIC I Ir 50 GAL, I [��] I W.H. � ON LANAI = II I, n I�[`,]J. 9' I" 3'-9" 20'-0' i 8" -7� �- \ / OF REF. ILS a / \ m I—J" 3'6° I AA 9LA5 i 3A2 PITCH o ---G.J.--- --------------- t-----------C.J_----- --- ---- I/8" / FT, z @ PROVIDE WATER PITCH i �* - REFERENCE LINE FOR ICE MAKER /�` Z TO DRAIN i PAVER DRIVE /LEAD WALK N } Lu Lu ELEVATION / �, >� c., o I Q * I z Lr :9 lk fl�L NOTE: ,�, LIA I 2. ALL SLAB ANGLES ARE AT 45° (UN.OJ L.T. ROUGH -IN n. i 0" IS'•6.. I 8 I I 3/4" CONDENSATION DRAIN 5Y PLUM5ER `� I AIR HANDLER -r11 I ' LINES FROM I UPPER FLOOR 3/4" RECE55 FOR i T -CJI I 4" P.V.C. ENTRY DR 3'4"64" A/C PAD (SEE MECH. J CONTRACTOR 20'-11" 2 I 18 3'-10" I I I I ��► I 5'-4" 13'-8" — ` 15'-01, FOR LOC.) ISI I a I 3'-8" co TILE SHOWERI —` 3/4" CONDENSATION 4" P.V.G. DRAIN 5Y PLUMBER SEAT RECESS ABV. 2'-0" ��I� L W.C._ ___ I I—J __ — — — J — — — —I 8" CM.U. WALL A5v. � 8" C.M.U. WALL A5V. _ ELEVATION (-) 0'-4" 52'-4" PITCH - 1/8" / FT. a v LU a 7'-4° i' 8 13'-8" TAYLOR MORR15ON USES 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5U5TERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS 5ETWEEN WALKWAY AND GARAGE ,T e, #1 - 994 SLAB INTERFACE PLAN SCALE: 1/4" = 1'-0 GARAGE RIG W JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED . C x ca w DAVIS BEWS DESIGN GROVP r 0 J -�-� EST. 1994 L0 cocq i O N M N _ J N M O p L, 0 0 2 -0 N �1 C0 _0 Y W yy 0 0 T� Z . oe JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED 150 STATE STREET EAST L4 C1. OWN � Q O V-4ti co %%'kAt1tl1l11 i /I11 .� —. y' ••aww• °�, If ilii W 0 0 >m 0 T� T� 25851 • TITLE • SLAB INTERFACE PLAN 01 • SHEET • DAVIS BEWS DESIGN GROVP OLDSMAR, FLORIDA 34677 $13.925.1.300 TEL 813. 925.1800 FAX W W W.DAVISBEW& COM TAMPA • DEIWER -�-� EST. 1994 150 STATE STREET EAST L4 C1. OWN � Q O V-4ti co %%'kAt1tl1l11 i /I11 .� —. y' ••aww• °�, If ilii W 0 0 >m 0 T� T� 25851 • TITLE • SLAB INTERFACE PLAN 01 • SHEET • ALL EMERGENCY E5CAPE AND RE5CUE OPENING5 5NALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * �aLu ci ,3'-b"64' A/C 113'-6"x3-6" A/C PAD (SEE MECH. PAD (5EE MECH. (CONTRACTOR II CONTRACTOR FOR LOC.) i I FOR LOC.) L--- IL — — — - -I T.O.M. TDM54 91-411 UPPER FLOOR DIRECT VENT DRYER TNRU EXT. WALL T.O.M. 9'-4" AFF. T.oM. T.O.M. 9.4 AFF. G.C. VERIFY FOR R38 CEILING IN5ULATIDN REFER TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN510N5 OM 9'-4" A.F.F. 14eo7 S.F. TYPICAL MASONRY 1115 S.F. x m w WINDOW SCHEDULE DAVIS BEWS ` WINDOW WIDTHS �c ENTRY 0 20" 21" 31" 53" i TAMPA • DENVER. WINDOW CALL -OUTS 2 2 co 0 (D 26" J N 12 5H 1/2 32 5H 22 5H 32 5H Lu 0 0 0 c 0 CO LE.Y = 39" O 13 5H 1/2 33 514 23 5H 33 5H J 00 ZN�d' p 51" 14 514 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 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, uj WINDOW 51ZE5 AND IN5TALLA710N MAY VARY PER 0 MANUFACTURER AND 5PECIFICA710N5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLF HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) �aLu ci ,3'-b"64' A/C 113'-6"x3-6" A/C PAD (SEE MECH. PAD (5EE MECH. (CONTRACTOR II CONTRACTOR FOR LOC.) i I FOR LOC.) L--- IL — — — - -I T.O.M. TDM54 91-411 UPPER FLOOR DIRECT VENT DRYER TNRU EXT. WALL T.O.M. 9'-4" AFF. T.oM. T.O.M. 9.4 AFF. G.C. VERIFY FOR R38 CEILING IN5ULATIDN REFER TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN510N5 OM 9'-4" A.F.F. • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED 14eo7 S.F. UPPER FLOOR 1115 S.F. x m w 2582 S.F. DAVIS BEWS ` O toO DESIGN GROVP ENTRY 0 J Janil�� OL XWW FLORIDA 34677 813, 92.5.1300 TEL 813. 925.1800 FAX i TAMPA • DENVER. z�� EST.1994 �� 2 co 0 J N G L • 0 0 0 c 0 CO LE.Y 04 .0 _J 0 � ti 00 ZN�d' • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED �.�. r00 00 1� U- A co . q ec."' _51 co 0 0 >m •r •mss .� . � r � W i M HATCHING LEGEND R u IN5ULATE WALL #16 - 1 994 M MAIN FLOOR 14eo7 S.F. UPPER FLOOR 1115 S.F. 3 2582 S.F. DAVIS BEWS 455 S.F. LANAI DESIGN GROVP ENTRY `11 S.F. 150 STATE STREET EAST OL XWW FLORIDA 34677 813, 92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. z�� EST.1994 �� .�. r00 00 1� U- A co . q ec."' _51 co 0 0 >m •r •mss .� . � r � W i M HATCHING LEGEND R u IN5ULATE WALL #16 - 1 994 M MAIN FLOOR 14eo7 S.F. UPPER FLOOR 1115 S.F. TOTAL LIVING 2582 S.F. GARAGE 455 S.F. LANAI 139 S.F. ENTRY `11 S.F. TOTAL SQ. FT. 324-1 S.F. 2585 m.ma • TI TLE • MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN NOTES * SHEET 5CALE: 1/4" = 1'-0" GARAGE RIGHT ZA 1 Iu 9'-8" 1'-4" 15'-011 65'-4" 29'-011 36'-4" L R TO SHEET 2A1MAIN FLOOR NOTES #16-994 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 14 GARAGE RIGH1 k N w 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.92.5.1300 TEL 80. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�- r0 cn -10 0�M r- N r L L 5 ;m 0 O 9'-8" 1'-4" 15'-011 65'-4" 29'-011 36'-4" L R TO SHEET 2A1MAIN FLOOR NOTES #16-994 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 14 GARAGE RIGH1 • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED k N w 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.92.5.1300 TEL 80. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�- r0 OJr�i�� 0 -10 0�M Y/ N r L L 5 ;m 0 O o1Co L d LJ. - C 4 00C N Z ctlu • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED I1,J �r v co ..J LL W 40 0- gol s < ::' •-- ,c ,ms's III cot, 0 CY) oC 0>=J 2585 • TITLE �� • MAIN FLOOR PLAN DIMENSIONS 11 --- "Ja DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.92.5.1300 TEL 80. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�- I1,J �r v co ..J LL W 40 0- gol s < ::' •-- ,c ,ms's III cot, 0 CY) oC 0>=J 2585 • TITLE �� • MAIN FLOOR PLAN DIMENSIONS 11 --- "Ja ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * 2031x0 TEMP, SH. PROVIDE- \- 24" H. A/C HD. AT 1'-8" PAN AND DRAIN PLATFORM UNDER A.H.U. 2x 2x4 FRAME FRAME WALL WALL 2 - 3050 5H, J050 5H, HD. AT 1'-0" * EGRESS CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 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 TYPICAL WOOD FRAME w • WINDOW SCHEDULE DESIGN GROUP WINDOW WIDTHS 150 STATE STREAST EET C U too 201' 24" 36" 48" I— i WINDOW CALL -OUTS r j j N Lm _i boll. • O U 20" .� 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. C LLL*=a 0 00 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. _ J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 1850 5H 2050 5H 3050 5H 4050 5H 112- 1860 5H 2060 5H 3060 5H 4060 5H G.G. VERIFY ROUGH OPENINGS FOR ALL WINDOW5, Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ~O MANUFACTURER AND 5PECIFICATIONS. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- CSMT, OR FIXED GLA55- F.G.) 2031x0 TEMP, SH. PROVIDE- \- 24" H. A/C HD. AT 1'-8" PAN AND DRAIN PLATFORM UNDER A.H.U. 2x 2x4 FRAME FRAME WALL WALL 2 - 3050 5H, J050 5H, HD. AT 1'-0" * EGRESS CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 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 • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED C�� w • DESIGN GROUP K 150 STATE STREAST EET C U too 813. 925.1800 FAX 0 '0 J M /0/ i r j j N Lm _i boll. • O O r- co LD -~ "0 C> '� h .� 0 -� C 0 >%E C LLL*=a 0 00 Z N • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED C�� DAVISIS BEWS DESIGN GROUP 150 STATE STREAST EET OLDSMAIt, MORR7A 34677 813. 92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LDENVER. � EST. 1994 , C) ao - — — �a ,z U. m ;9w ��> Imo/ '•�!h I` r" IIII 11,E W Lr) pmwi ry 0 M 0 2585 tiw, �,7 7umf c, e'w 1994 994 UPPER FLOOR PLAN NOTES GARAGE RIGHT ,NC, #15- 1994 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = 1'-01 GARAGE RIGHT • JOB NUMBER 26002.138 *11 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED x m BEWS DESIGN GROW DAVISEll r 0 TAMPA • DENVER EST. 1994 f�z� JO�O 0 _j c) p� o��M Y/ N O 1L • 00 �III� � C O 8`0 E LL-zrod, LJ*f0 0o croti 400z OT • JOB NUMBER 26002.138 *11 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED CD 0 z w 6 2:% U. •!Pi GO a4 r 0 to co 01 W rr)Tmmq >= pC Tmmq J 0 25o� 3 oll • TI TLE • UPPER FLOOR PLAN DIMENSIONS BEWS DESIGN GROW DAVISEll 150 STATE STREET EAST OUXMW FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA • DENVER EST. 1994 f�z� CD 0 z w 6 2:% U. •!Pi GO a4 r 0 to co 01 W rr)Tmmq >= pC Tmmq J 0 25o� 3 oll • TI TLE • UPPER FLOOR PLAN DIMENSIONS 5TAIR NOTE& RAILING 5ALU5TER5 SHALL BE 5PACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL5 FOR 5TAIR1AY5 SHALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 8" TRAY CLG, IN MA5TER 5U UNDER-57AIR PROTECTION ENCL05ED ACCE551BLE 5PACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY 5OFFIT PROTECTED ON THE ENGLO5ED 51DE U1/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION (2014). 42" H. - RAILING 42" H. - RAILING BEAN LINE OF 6'-8" MIN. BEAM FLOOR FLOOR 5Y5TEM HEAD CLEARANCE SYSTEM 3/4" PLYWD, DECKING 2x STRINGERS 1000" 36" H. CONTINUOUS GRASPABLE lT RAILING --__- 42"H. u 1" N051NG--- RAILING (TYP.) � STORAGE UNDER 2x TREADS AND n. 5TAIR5 `r Ix R15ER5 (TYP.) e N 11 TREAD5 AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1411 TRU55E5 11-61 11 ATTIC ACCESS D ETAI L SCALE: 1/211 = II -01' JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED x A w DAVIS BEWS DESIGN GROVP C U '' o 0 u, EST. 1994 ( - #16-1994 0 -j c ) 1 0W�M .r N ,- L >> J N o o �.., O J 0 ID 2 �Y 0 Lud 0 0 CC� � o lt JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED 1 z (33 J Lu LL r,1 610/A/, s. • y�;, *a, ..yam'. M oC ATYP. ARCHWAY SCALE: I/4" . 14" 0 2585 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&IViAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 ( - 1 z (33 J Lu LL r,1 610/A/, s. • y�;, *a, ..yam'. M oC ATYP. ARCHWAY SCALE: I/4" . 14" 0 2585 PLAN DETAILS_ SCALE: 1/4" = I4" GARAGE RIGHT #16-1994 PLAN DETAILS_ SCALE: 1/4" = I4" GARAGE RIGHT 11/2" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RAISED SAND FIN15H �- TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER FB.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H 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 SGALE: 3" - 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 b- 6 12G.C. VERIFY ALUMINUM OVER 2x6 5UB-FASCIA (TYPICAL) PLT. HT. 4" BANDING �TYP> 5TUGCO 1'-4" W. x 5'-0" H. FIN15H DECORATIVE FIXED 5HUTTER6 11 x- 4" BANDING 110 (TYP.) 12 12 6� SHINGLE 6� SECOND FF. LINE ROOF T.O.M. 8" BANDING 4" BANDING L-5HINGLE ROOF I 6� a6 12 /SHINGLE ROOF PLT. HT. _ I'-4" W. x 5'-0" H. 15TUCCO DECORATIVE FINISH FIXED SHUTTERS [Lo �-5 e r 12 HINGLE a6 ROOF SECOND FF. LINE T.OM. 8" BANDING 'co 6" BANDING - r MAIN F.F. LINE — GRADE LINE <-� EST. 1994 (A55UMED) 0 Jm�� 171 I El El El El El F] TEXTURED TEXTURED N L QoLL L• 0 0 L o -j Co FINISH ) r�*'cc INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER FB.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H 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 SGALE: 3" - 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 b- 6 12G.C. VERIFY ALUMINUM OVER 2x6 5UB-FASCIA (TYPICAL) PLT. HT. 4" BANDING �TYP> 5TUGCO 1'-4" W. x 5'-0" H. FIN15H DECORATIVE FIXED 5HUTTER6 11 x- 4" BANDING 110 (TYP.) 12 12 6� SHINGLE 6� SECOND FF. LINE ROOF T.O.M. 8" BANDING 4" BANDING L-5HINGLE ROOF I 6� a6 12 /SHINGLE ROOF PLT. HT. _ I'-4" W. x 5'-0" H. 15TUCCO DECORATIVE FINISH FIXED SHUTTERS [Lo �-5 e r 12 HINGLE a6 ROOF SECOND FF. LINE T.OM. 8" BANDING 'co 6" BANDING BANDING MAIN FF. LINE _ GRADE LINE -/4" BANDING (A55UMED) DOOR 5URROUND _ _ _ - _ MAIN F.F. LINE — GRADE LINE <-� EST. 1994 (A55UMED) 0 Jm�� 171 I El El El El El F] TEXTURED TEXTURED N L QoLL L• 0 0 L o -j Co FINISH ) r�*'cc Lg L4;w t Croroh ZNG�1' — FINISH El El BANDING BANDING MAIN FF. LINE _ GRADE LINE -/4" BANDING (A55UMED) DOOR 5URROUND _ _ _ - _ MAIN F.F. LINE — GRADE LINE <-� EST. 1994 (A55UMED) FRONT ELEVATION 5CALE: 1/4" - 1'-0" Le r'a #1 6 - 1 994 0 ELEVATI N "A GARAGE RIGH • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED • x 0 w e Ao-_ DAVIS B EWS DESIGN GPOVP VLop o� <-� EST. 1994 0 Jm�� i N L QoLL L• 0 0 L o -j Co ) r�*'cc Lg L4;w t Croroh ZNG�1' — • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED ( O co M 0 a U- co� r • •• .�. i rnes ►tllll M oC J >= uwr.�.uiw.w..rwr.rnwiwwwwww��nnww 2585 • TI TLE • FRONT ELEVATION DETAILS Li II 3A 1 II e Ao-_ DAVIS B EWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER <-� EST. 1994 ( O co M 0 a U- co� r • •• .�. i rnes ►tllll M oC J >= uwr.�.uiw.w..rwr.rnwiwwwwww��nnww 2585 • TI TLE • FRONT ELEVATION DETAILS Li II 3A 1 II LANAI ROOF ------------ ------ -------------- - VENT REQUIREMENTS _ VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. ra I I X 144 = 67 SQ. IN. I I 4:12- I HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. I I I Baa # UPPER 2/3 ROOF VENTS REQUIRED = 1 I I I I I ----------------- HALF AT LOW SOFFIT/ EAVE VENTS = 33.36 SQ. IN. 6:12 ,,, i ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. I 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 I OF NET FREE AREA PER VENT. UPPER ROOF i * * * * * * * * VENT REQUIREMENTS III III x N VENTILATION CALCULATIONS I I c V 10Lo o�0 I G.G. VERIFY FOR ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. , 0.500) R38 CEILING INSULATION X 144 = 703 SQ. IN. i ■� to r i Lo HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. 112 0 r- 6:12 # UPPER 2/3 ROOF VENTS REQUIRED = 3 00 •4 6 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. j U. Y `V ACTUAL SOFFIT VENTILATION =1636.0 SQ. IN. = J * (o I I I Lu I I 6:12 I I I I I ------�\--------- I I 6:12 I � I J r I 0 -i-------- I G-12 _o (y- 612 I LOWER ROOF I VENT REQUIREMENTS VENTILATION CALCULATIONS Ie ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT.X 144 = 254 SQ. IN. N HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I i HALF AT LOW SOFFIT / EAVE VENTS = 126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 711.3 SQ. IN. TYP. OVERHANG AA AT HIP (U.N.O.) ROOF PLAN 5CALE: 1/8" : I'-0" 11/2" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING = NOTE: z THIS DETAIL 6HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING auc AND 5AND FIN15HED KEYSTONES (WHERE APPLICABLE) IF THICKNE55 15 TO BE 11' DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER RB.C.R - 5TH EDITION (2014) R103h2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" : 1'-0" CLEAR OPENING HEIGHi5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5NALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEvICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 GIRDER12 12 TRU55 6� Q6 GIRDER ROOF TRU55E5 TRU55 12 12 AT 24" O.C. 6 6D (TYPICAL) BR. 3 /2.5TORY GIRDER 6 12 LOFT VOLUME � TRU55 ROOF TRU66E5 AT 24" O.C. `° D 4 (TYPICAL) - FLOOR SYSTEM BEAM D D CI LANAI LINTEL GARAGE o[K] FAMILY �a I�G � LJ LJ SECTION AA SCALE: 1/8" : 14" 6 12 E6 12 -SHINGLE 12 8 SHINGLE 6� ROOF; ROOF PLT. HT_ _ _ _ _ PLT. HT. ®--TEMP. L STUCCO NI5H /5TUCCO FINIS>I� 7 «� .- 5HINGLE ,� 12 5 CON_ F.F. IN � ROOF /SHINGLE E6 _ S N F.F. IN E D LINE _ SECOND F.F. LINE 8 Q6 ROOF ECO D_ LINE T.O.M. - / T.OM. m /TEXTURED ❑ /TEXTURED FINIS>I4f7 jj FIN15H �r a� MAIN FF. LINE MAIN F.F. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION SCALE: I/8" : 1411 6 12 12 /SHINGLE 12 a6 ROOF/ 6 -'— 5HINGLE PLT. HT_ ROOF PLT. HT. STUCCO /,Tucco 6' FIN15H F.G. FG. * FINI5N7 6' 12 � SECOND FF. LINE 4D 5HINGLE g SECOND FF. LINE ROOF m m TEXTURED@ TEXTURED a, FIN15H FIN15H TEMP. MAIN FF. LINE _ _ _ MAIN F.F. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) SEE PARTIAL ELEV. REAR ELEVATION THIS 5HT. FOR OPT. PKT. SLIDER 5CALE: 1/8" : 1'-0" JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED III III x N 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEZ. 813.925. 1800 FAX W W W.DAVISBEWS.COM c V 10Lo o�0 0 Jc`il�y , 0.500) ■� to r Lo ' > J N 6`L25. 00 •4 6 � Q c�y U. Y `V = J * (o 00Cr` MoCO t JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED ( o M W ®z to j Y�. % ora _ z ry) oC I 6 6 6 12 4HINGLE 12 6 5HINGLE � ROOF ROOF PLT. HT. PLT. HT.>= /5TUCCO /-STUCCO /5TUCCO -� 6 1E FINIS T FINISH � 5HINGLE 12 FINI51� 7 6' �l a 4 �l 55ECOND FF, LINE 5HINGLE g" ROOF SECOND FF. LINE g" SECOND FF. LINE - — ROOF - r.oM. m • • TEXTURED /TEXTURED @ /TEXTURED /TEXTURED ^_ 2585 2.0 FINISH 7 FIN15H 7 G; FINISH 7 FINISH 7 ' `r �l i �l �l - • MAIN FF. LINE _ _ _ _ - _ _ _ _ _ - _ - - _ -- - LINE_ MAIN FF. GRADE LINE- -__ INE GRADE LINE (ASSUMED) (ASSUMED) "r.n: ti:: 1� ,4 �s RIGHT ELEVATION w ar If; 5CALE: 1/8" : 1'-0" # 1 6 - 1 9 94 ELEVATION RIGHT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION II 3A2 III III n. T_cs� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEZ. 813.925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - EST. 1994�- ( o M W ®z to j Y�. % ora _ z ry) oC I 6 6 6 12 4HINGLE 12 6 5HINGLE � ROOF ROOF PLT. HT. PLT. HT.>= /5TUCCO /-STUCCO /5TUCCO -� 6 1E FINIS T FINISH � 5HINGLE 12 FINI51� 7 6' �l a 4 �l 55ECOND FF, LINE 5HINGLE g" ROOF SECOND FF. LINE g" SECOND FF. LINE - — ROOF - r.oM. m • • TEXTURED /TEXTURED @ /TEXTURED /TEXTURED ^_ 2585 2.0 FINISH 7 FIN15H 7 G; FINISH 7 FINISH 7 ' `r �l i �l �l - • MAIN FF. LINE _ _ _ _ - _ _ _ _ _ - _ - - _ -- - LINE_ MAIN FF. GRADE LINE- -__ INE GRADE LINE (ASSUMED) (ASSUMED) "r.n: ti:: 1� ,4 �s RIGHT ELEVATION w ar If; 5CALE: 1/8" : 1'-0" # 1 6 - 1 9 94 ELEVATION RIGHT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION II 3A2 u� BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL �j TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND 1 SHOWN, PROVIDE 4' 4" BEAD OF 1 CONST. ADHESIVE TO BE APPLIEDi CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I 1 WATER PROOF CAULKING I I i PER BUIIILLDER ISH 1 1 = 1 � _ PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING kv,Th,� FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE Rbcs/ST JJ WEATHER RESISTIVE BARRIER 09- SILL PLATE (SEE DETAIL B O O FOR OPTIONS) 0P� --CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER i / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER 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 THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 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 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 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. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. q 16-1994 FLASHING DETAILS N15. 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" DAVIS BEWS DESIGN GROVP 7/16" O.S.B. SHEATHING EXTERIOR FINISH rro tO 0 BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS rA a� OtA�M CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE _ 7/16" O.S.B. SHEATHING I""r 1 FLASHING. T N OQUM I I I 20" FLOOR 0 0 �= TRUSS I O OJ c I 2X8 TRIM BOARD I I dILI;O I I I STUCCO "J" MOLD N i J L. OO 0 h 7/16" O.S.B. SHEATHING SEE STRUCTURAL FOR CONNECTORS ° 24" FLOOR TRUSS �d TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER 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 THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 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 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 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. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. q 16-1994 FLASHING DETAILS N15. • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED .e x DAVIS BEWS DESIGN GROVP rro tO 0 EST. 1994 JO�O O-j c) rA a� OtA�M �I o N 1 T N OQUM 0 0 �= O OJ c dILI;O N i J L. OO 0 h 22421 • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED • TITLE • FLASHING DETAILS II 3A3 II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL XWW RDIUDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER EST. 1994 • TITLE • FLASHING DETAILS II 3A3 II TEXTURE RESISTIVE TEXTURED, PAINTED WINDOW UNIT CID DAVIS BEWS DESIGN GROVP BARR ERR DOOR ROUGH OPENING x EXTER. WALL FINISH FINISH COAT ASPHALT BASED 'IED SLOPE BROWN COAT SEALANT APPLIED 0.3 in: 12,0 in MIN: ISLOPE WOOD FRAME CONSTR. M N r (0.6 cm :30.5 cm) SCRATCH COAT SELF -ADHERED FLASHING 3/4'A" BEAD OF CONSTR. VULCUM CAULK BOTTOM L in LL BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER ALL LEVEL VALLEY VERTICAL WALL SELF -ADHERED FLASHING SELF FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 0 E o LOCATIONS) AT ENTRY LATH WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND MINIMUM OF 6" ABOVE EXTERIOR 04 41 J f0 OR EQUAL WEATHER PROOF CAULKING w= VERTICAL RISE OF WILL NEED TO BE 4 Z cm v CEMT. FIN. TWO LAYERS WRB ,y SELF -ADHERED FLASHING BUILDING PAPER WEEP SCREED EMBEDDEDIN SEALANT USING TERh11NATE SELF IN SEAL TOPS OF JOISTS SEALANT WIRE LATH ApNE51VE FLASNINCa UNDER DECKING SUBFLOOR (SEE DETAIL WP07) AT LOWER N05E OF ' M.W.W.S. SELF ADHESIVE RIM JOIST ROOF MATERIAL PER FLASHING ELEVATIONS WITH APPROVED MA50NRY BLOCK FLASHING DETAIL S WALL AT ALL VERTICAL WALL INTERSECTIONS SELF -ADHERED FLASHING WITH ROOF VALLEYS & ROOF CRICKETS. SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT nJ.v 4u nrAM nr ^^Klnro SHEATHINGS //� I RUBBERIZED ..,__... __......,,..__.. NEEDED IN CORNERS �..,r,,,..T .r...�,...,� ADHESIVE / O THRESHOLD SECTION -A (SEE J DETAIL WP02) SELF -ADHERED FLASHING / \ qg NAILING FLANGE SELF -ADHERED FLASHING 0 DO NOT FLASH OVER / / SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. LA 6" �j OUTSIDE OF FLASHING j GALV. MTL. CRTC j 'L' FLASHING SP& 04 BY P to j z DIVERTER FLASHING 7/v 7/v DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR ��r.. FINISH 2" ABOVE r, e� n ROOF FLASHING CAULKING `;.•.;::,:.. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE _ FASCIA FIGURE 3: CORNER DETAIL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES \ SHINGLE PER CONTRACT ]i TYPICAL ROOF TO WALL FLASHING DETAIL ° R00F Tq� esti. ° �10 �F SF o✓ �R ��s Tr2 p�ti0`�+S' O� o f D�GK 5� ' O �NOM�N' \ a FggT�TO� 5(N00V 0.Z GOVRSE 3ROG2NO RG JRS� GSw_ ME�P�OR �gC 0 RAKE METAL z2 29' �� LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" e' 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 ACCORDANCE WITH TEXTURED, PAINTED 010m�� CID DAVIS BEWS DESIGN GROVP :T AS x EXTER. WALL FINISH ASPHALT BASED 'IED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED N MIN: ISLOPE FLASHING CONT M N r BEHIND FLASHING )—JOINT (REQUIRED AT R VULCUM CAULK BOTTOM L in LL ONLY ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A 0 E o LOCATIONS) AT ENTRY ROOF D z MINIMUM OF 6" ABOVE DECORATIVE FINISH 04 41 J f0 SHINGLES w= VERTICAL RISE OF WILL NEED TO BE 4 Z cm v Q FLASHING AT KNEEWALL CAULKED ALL BUTT 6" X 18" H GALV. co `- "- EMBEDDEDIN SEALANT USING FLASHING CONT. N SEALANT ALL 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 ff WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES \ SHINGLE PER CONTRACT ]i TYPICAL ROOF TO WALL FLASHING DETAIL ° R00F Tq� esti. ° �10 �F SF o✓ �R ��s Tr2 p�ti0`�+S' O� o f D�GK 5� ' O �NOM�N' \ a FggT�TO� 5(N00V 0.Z GOVRSE 3ROG2NO RG JRS� GSw_ ME�P�OR �gC 0 RAKE METAL z2 29' �� LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" e' 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 1.. NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/A" r..FMFNT PI ARTFR CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH r t 1 �tio` 010m�� CID DAVIS BEWS DESIGN GROVP APPROVED WEATHER -RESISTANT x MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 1.. NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/A" r..FMFNT PI ARTFR CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED ACCORDANCE WITH r t 1 �tio` ASTMC926 CID DAVIS BEWS DESIGN GROVP APPROVED WEATHER -RESISTANT x MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 W BUILDING PAPER 0 O_j cot, V) SHEATHING KEEP TOP EDGE OF WEEP M N r SCREED 2" BELOW TOP OF )—JOINT BLOCK VULCUM CAULK BOTTOM L in LL ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" 0 E o WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH 04 41 J f0 ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE 4 Z cm v MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE ®`®mG EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED r t 1 �tio` •c • CID DAVIS BEWS DESIGN GROVP x EST. 1994 F— _j W 0 O_j cot, V) to 2N SELF -ADHERED FLASHING PATCH M N r L 2 JM L in LL p 0 a 'o h 0 E o i, " 0 °' 04 41 J f0 60CC� 4 Z cm v JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED r INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW CD CA M FINISH FLOOR 00 LJJ OPTIONAL DETAIL (111115,, u - NOTE: THE BUILDING PAPER AND METAL LATH MUST BE WEEP SCREED DETAIL . INSTALLED OVER THE TOP SCALE: NOT TO SCALE OF THE WEEP SCREED. r t 1 �tio` CID DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMW,FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&CAM TAMPA • nENVER- EST. 1994 F— r INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW CD CA M FINISH FLOOR 00 LJJ OPTIONAL DETAIL (111115,, u - NOTE: THE BUILDING PAPER AND METAL LATH MUST BE WEEP SCREED DETAIL . INSTALLED OVER THE TOP SCALE: NOT TO SCALE OF THE WEEP SCREED. METAL FLASHING 1 1 1 1V/ %V v/ %V V` 1 FLASHING DETAIL T, WALL PER PLAN �mm >= ATE L PER IONSONS WITH APPROVED 5"x5" METAL FLASHING 2585 6 .AYMENT (REFER TO w/TAR BETWEEN SHEET) FLASHING AND SHINGLES GINEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF – ROOF PER PLAN w, TYPICAL ROOF TOil � WALL FLASHING DETAIL PLAN VIEW �wU� #16-1994 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND I— LAS H I N G D tAI LS WATERPROOFING METHODS TO BE USED. N.T.5. r t 1 �tio` SHEATHING W V) SELF -ADHERED FLASHING PATCH METAL FLASHING 1 1 1 1V/ %V v/ %V V` 1 FLASHING DETAIL T, WALL PER PLAN �mm >= ATE L PER IONSONS WITH APPROVED 5"x5" METAL FLASHING 2585 6 .AYMENT (REFER TO w/TAR BETWEEN SHEET) FLASHING AND SHINGLES GINEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF – ROOF PER PLAN w, TYPICAL ROOF TOil � WALL FLASHING DETAIL PLAN VIEW �wU� #16-1994 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND I— LAS H I N G D tAI LS WATERPROOFING METHODS TO BE USED. N.T.5. W.P. GF.I. II II II A/C -'G DISCONN. MICROWAVE VENT HOOD AND OUTLET +14"—\ MICRO TO EXTERIOR W.P. GF.I, FOR T.Ufj, SERVICE HALFI$ SWITCHED D P U LEX OUTLET THERMOSTAT DUPLEX CONVENIENCE OUTLET COACH \ MAIN D15CONNECT SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR LIGHT I DUPLEX OUTLET ABOVE COUNTER 3F.1. 1 TYD X14 AND A2 COPPER TO INSIDE LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * p. WEATHERPROOF DUPLEX OUTLET 4T 48" 13 THREE-WAY SWITCH ` >>Jcv 14 RRIGIG. UNDERGROUND 08 COPPER TO RANGE 05.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALFI$ SWITCHED D P U LEX OUTLET / Q THERMOSTAT / 0 Am \ MAIN D15CONNECT SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR ® SPEAKER (OPTIONAL) / <1U1 220 VOLT OUTLET 1 TYD X14 AND A2 COPPER TO INSIDE LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY WALL SWITCH G� ROUGH -IN OPT. CEILING 13 THREE-WAY SWITCH ` >>Jcv 14 FOUR-WAY SWITCH UNDERGROUND 08 COPPER TO RANGE ID DIMMER SWITCH I - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LE.ILL �M - WALL MOUNTED INCANDESCENT LIGHT FIXTURE N i J to `00 TO FOOTING STEEL ;Q. RECESSED INCANDESCENT LIGHT FIXTURE I Ac. LIGHT FIXTURE WITH PULL CHAIN PURPOSES. r r I n r n r— r• r% A R A TRACK LIGHT FLUORESCENT LIGHT FIXTURE I f� EXHAUST FAN ;Q• EXHAUST FAWLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) / cH CHIMES (OPTIONAL) 0 PU5N5UTTON SWITCH (OPTIONAL) — — — — © CARBON MONOXIDE DETECTOR G.F.I. COACH sn SMOKE DETECTOR AT 48" LIGHT so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ®v TELEV15ION (OPTIONAL) / Q THERMOSTAT / 0 ELECTRIC METER Am ELECTRIC PANEL MAIN D15CONNECT DISCONNECT SWITCH ® SPEAKER (OPTIONAL) / <1U1 ROUGH -IN FOR OPT, CEILING FAN 1 TYD X14 AND A2 COPPER TO INSIDE LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ FOR FAN G� ROUGH -IN OPT. CEILING AMPS. REQUIRED NOTES) I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) AS INDICATED ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL 5WITC4ES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50YE FINISHED FLOOR - SWITCHES .... LOOR:SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE... 14" (UNLESS A5V COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND 514ALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. L I K1l,H R DIA NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED 4/0 ALU. CABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING X l0 DAVIS BEWS DESIGN GROVP ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN D15CONNECT DISC. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUARE p DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 REFER TO FLOOR TYD X14 AND A2 COPPER TO INSIDE LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PLAN FOR NOTED MAIN DISC. PANEL F ROOMS SHALL BE G.F.C.I. PROTECTED IGF.U. AMPS. REQUIRED MO COPPER TO ` >>Jcv WATER HEATER b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND 08 COPPER TO RANGE ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA,101 N.E.C. 2011, F.B.CR - 5TH SERVICE BY EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. POWER COMPANY 04 COPPER TO 5/8" GROUND ROE) LE.ILL �M ALSO SERVICE TO BE BONDED 1. EVERY BUILDING HAVING A FO551L-FUEL-5URNING HEATER OR APPLIANCE, N i J to `00 TO FOOTING STEEL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON CNn 4a ZNLa' MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. r r I n r n r— r• r% A R A B. ALAR15 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN L I K1l,H R DIA NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED X l0 DAVIS BEWS DESIGN GROVP C r0 JM�O — � EST. 1994 (-- 0 J coo N 0 ` >>Jcv Lm 6 LL O c r a•V O N .� `oJ C0 LE.ILL �M N i J to `00 CNn 4a ZNLa' • JOB NUMBER 26002.138 • CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED SUCH WIR1415 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE " —.` BATTERY BACKUP. COMBINATION 6MOKE/CAR50N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 2585 TI TLE • MAIN FLOOR ELECTRICAL PLAN 1994 • SHEET • MAIN FLOOR ELECTRICAL PLAN 4A GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OGDSMAK FLORIDA 34677 813 . 925 .1300 'TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER. — � EST. 1994 (-- SUCH WIR1415 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE " —.` BATTERY BACKUP. COMBINATION 6MOKE/CAR50N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 2585 TI TLE • MAIN FLOOR ELECTRICAL PLAN 1994 • SHEET • MAIN FLOOR ELECTRICAL PLAN 4A GARAGE RIGHT MARt-ur LIGHT JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED ELECT ;P,l CA L < "� • x m V.. DUPLEX CONVENIENCE OUTLET — — — — — r0 J'�O DUPLEX OUTLET ABOVE COUNTER I 0 JccoN5) WEATHERPROOF DUPLEX OUTLET Q.F.F. GROUND FAULT INTERRUPTER DUPLEX OUTLET OW�M HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR OoLL 220 VOLT OUTLET 0 O Nc � v_ � -0 WALL SWITCH o-' CO 13 THREE-WAY SWITCH i= (A 14 FOUR-WAY SWITCH a cy L J 41 ID DIMMER SWITCH O ti ZNa' -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;p, EXHAUST FANLIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) PH] CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARB0I MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT Z ELECTRIC METER Am ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN v > c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) A5 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.. 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, 5UNROOh16, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE GF.C.I. PROTECTED (GRI) G.C. VERIFY ALL 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SMOKE DETECTORS ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, F.B.C.R - 5TH TO BE HARD -WIRED EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A 1`0561L -FUEL -EARNING 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. 6. 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. JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED • x m V.. lja� DAVIS BEWS DESIGN GROVP r0 J'�O TAMPA • DENVER. EST. 1994 F�_— 0 JccoN5) OW�M OoLL 0 O Nc � v_ � -0 o-' CO i= (A a cy L J 41 O ti ZNa' JOB NUMBER 26002.138 CAD FILE NAME LOT 113 ISSUED 06-14-16 REVISED �R 2585 N 0FD #16-1994 UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT lja� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 F�_— �R 2585 N 0FD #16-1994 UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD GENERALNOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX ADEX O C D RAV I AV J FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 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 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 WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 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 ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. = (PSF) WIND ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES S3 DOWEL PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR O O 10 (+) 21.2 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT S4 FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 20 (+) 20.2 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 NG WALLS ARE NOT ALWAYS EXPOSED TO LIFT FORCES. ZO (+) 19.0 S4.2 ROOF FRAMING PLAN AND MAXIMUM WATER/CEMENT RATIO 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS PLEASE R D 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. 100 (+) 18.0 (+) 18.0 CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S5 LINTEL PLAN 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 16-0" x T-0" SD 1 FOUNDATION DETAILS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD (-) 19.7 WIND PRESSURE/ S D2 GENERAL DETAILS 4. ALL CONCRETEWORK ACCORDANCE CODE TPR; SSES SHALL BE DESIGNED IN ACCORDANCE WITH THE FT TEEBUILDING REQUIREMENTS ORREI FORCED O CRE" ACI 318 LATEST EDITION,IONOF AN I 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS SD3 q GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 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. AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S D4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION SD5 TWO STORY DETAILS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF > 0_iZ BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) SD6 TWO DETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) AC STORY 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF STI STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: r --- 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) UPDATES 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 0 ACCORDANCE WITH ASTM B 1695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: 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 C- 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". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -STRUCT: TNT SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS MIN. 7/16" OSB SHEATHING 3 12/18/2014 CREATED ELEV. C W/ BONUS -TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 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 HE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 4 1/29/2015 CREATED ELEV. B STD- TRUSSWAY TRUSSES WALL AT THE TOP & I &MAXIMUM 8'-0" U.N.O. VERITC TIES TO THE EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) TM -2152534 TEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR FOOTING &LIN T IS 12d TOENAILS EACH END. AS INDICATED REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS MIDDLE WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP AT ANGLE FROM VERT.'MATo EA. TRUSS "X" 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM TRUSSAPPROX. A BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE C TO EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP MASTER PER BILL YOUNGMAN'S REQUEST COURSE AND FOOTING TO NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -B3 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 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 PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. T CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO ABLE TABLE WITHIN BCSI-B3). T CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 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 Wine 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 (1= 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 RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL IEDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. 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 DETS 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. STRUCTURALSTEEL 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 AT "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 CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y16" LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 Q WIND PRESSURE & SUCTION EFFECTIVE = (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 • - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 ZO (+) 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 T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 J✓ 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 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. #16-1994 W F - ;o W 1 V / Uj0) CL M i ' o sr +-. LL ao z Q a, o = 06 < z 2 ffi H J 0 • O¢ � J J ZO 1 V / i ' W Q W� 52 06 95P1:: -� z z ffi H J V 0 O¢ W J ZO O O i W CD 1 S1 a i Z O H 0 J Z Z O 0�� C ' Oco0 04 � m > 0_iZ F- LU AC --- � U 0 r --- W0 0 5 C- lo STRUCTURAL ENG: CFG ! BAD DRAFTING: -STRUCT: TNT QC CHECK: CC - JOB No. TM -2152534 SCALE: AS INDICATED DATE: 07/06/2016 C 1 S1 0 0 co (D Z O �O 0 U) N A/C PAD AI 7G' n" 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. U) 0 0 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 Z 06p 1 BARS & 3" MIN. COVER TO EDGE OF CONC. < Z nI O48 4 RECESSING DOOR SILLS. FOUNDATION NOTES: 0 C- Z ffi BARS & 3" MIN. COVER TO EDGE OF CONC. z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. o N _ Lu 54"x54"'x16" dp w/#5's EQUALLY SPACED EA. MIN # 5 E.W. (n 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (8) 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE F- BARS & 3" MIN. COVER TO EDGE OF CONC. OU Q O SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) LAPPED MIN. 6" AND SEALED. x60 x16 dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 0 Z U y BARS & 3" MIN. COVER TO EDGE OF CONC. I= CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE a V H = LU Z THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE 0 o USE ALTERNATE APPROVED METHOD. N MESH PLACED AT MID DEPTH ON 6 MIL VAPOR BARRIER ON LU �-�- 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY L COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER J Q TO TIE BEAM ( O.C. MAX U.N.O.). LU COMMUNITY & COUNTY CODES. 0 O = i MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. O U) TO TIE BEAM. Q CODE EDITION. z 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL U Z m INDICATES GRW- t -FILLED CELL WITH NO REINFORCEMENT. 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OU Q O SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) O60 x60 x16 dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W Z U y BARS & 3" MIN. COVER TO EDGE OF CONC. I= CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE a V H = LU Z THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W SYMBOLS LEGEND 0 o USE ALTERNATE APPROVED METHOD. N W Q LU �-�- 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY L z < ~ LIJ TO TIE BEAM ( O.C. MAX U.N.O.). LU COMMUNITY & COUNTY CODES. 0 O = i • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. O U) TO TIE BEAM. Q 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL U Z m INDICATES GRW- t -FILLED CELL WITH NO REINFORCEMENT. LU SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z IL #5 CONT. FT.G TO TIE BEAM. — INSTRUCTIONS. p -- -- - - z - Q - -- 9. NO WOOD STAKES PERMITTED IN FOUNDATION. J Z J O m W 10. 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J z a J W 0 W CL V z tri 5 = W H 0 LU UF_O I— w Z J O 0 W Q 0 _j of O U = U) U W z z I ill-ir1 3 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�J (^l z a u Q z ° O M �� J ❑ r z 0 t w Z J O 0 _j W z U) 0 2LOO 3 04 m o O J Z Lu w >- D O — z w O ❑ U) LU STRUCTURAL ENG: CFG / BAD DRAFTING: o F H -STRUCT` TNT Cl)- QC CHECK: CC Q Z JOB No. TM - 2152534 @+C wSCALE: AS INDICATED / to LU DATE: 07/06/2016Of 3 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. � J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 00 FIRST FLOOR FRAMING PLAN_ 1/4"=1'-0111 NOTE: SEEPAGE 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. W Q 0 z O W :o >> m W o � LL O J L 11111 W 0) CLM 00 = z w +^ J LIJ a LU Q AW O F-Mc°6 m I.I.. ® 'fill 1111 4. Q 2 C WO co O U C) O z SCJ c (� 0 M .w W 91- O0� O z O O C z CL U Q F- J U CL � .0 as U o z C-6 5PCC z�� O Q J UO LL ZO ¢ JU W w�- =WO -F- F O �0 0 z�� 0 Uj _ — o. z 0 W a Z aLjo a z J O 0 � z 0 r w Z J O F- O J z W a � W'.O 1I F- � W) 3: � N m O O J z w U -1 p O .�.� z W O W O F— F- 0 W U) a W STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: TNT Q QC CHECK CC F= JOB No TM 2152534 zLU -- - SCALE:AS INDICATED DATE: 07/06/2016 - - W 0 #16 -' 994 S4 BEARING WOOD WALL SCHEDULE TAG STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN (3)2X4 SYP #2 BUILT UP STUD COLUMN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN MO BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. LVL COLUMN. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 5-1/4"x7" LVL COLUMN. BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN STANDARD COLUMN NOTES BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. 7" EMBEDMENT BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN H2.5A w/(10)8d BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN MGT w/(22)1 Od a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3140 BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1rd. PT. 3 1-91 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE q� (2)2X4 SPF #2 BUILT UP STUD COLUMN <8>(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN EO (3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN OK (2)2X8 SYP #2 BUILT UP STUD COLUMN OL44 SYP #2 POST MO 6x6 SYP #2 POST O8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. RO 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XOTV" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" 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 31" 16d .162" x 32" 8d RING SHANK .113" x 21" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 1Odx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4"xO" H2x10 META20 w/(7) 1 Od x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 ID (1)ply TRUSS (10)1Od 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)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 1Z' NAILS FRAME TO FRAME H1OA-2 1070 H1OA-2 1245 H5.5x11.25 HTS20 w/(24)1 Od 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 PLATE BETWEEN PLIES (2)HTS20 w/(24)1 Od x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 66 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)1 Od a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. (10) 10d NAILS 63.5x11.875 El TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od FRAME TO CMU 3140 3140 5" EMBEDMENT ON MASONRY: SIMP. META16 1-91 HTT4 w/(1 8)16d x 21" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 10 Efl HGT-2 w/(16)10d NAILS Wa8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 ON MASONRY: SIMP. META16 EPDXY MIN. 5" EMBEDMENT TO POST: (2) SIMP. HTS20 OR LSTA18 11 HTSM16 W/(8)1 Od NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT, 4305 4745 APPROVAL FROM THE E.O.R. LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 OLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 2z" NAILS w $" EPDXY ANCHOR WSIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 31RDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 24 W/(6)16d NAILS FRAME TO FRAME 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. 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. 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. - BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 oo 0 TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4"xO" H2x10 PLATE TAPCONS r J Ldvw i F- � ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 H3 5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 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)1Od 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 HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) oo 0 16d NAILS H2x8 (2)2x8 #2 SYP w/j' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) cl-i _ 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) r J Ldvw i F- � 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3 5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" T ,_ 0 08 0 2 2 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. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO UNSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD, 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 1 Od TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 3' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD AI/YTrA_ 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. 1994 NOTES &CONNECTOR LEGEND_ 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. W a lip k Ile� 0 dco Z 0 E U oo 0 W LLj J c� •� cl-i _ Z U F- o ZJO Q 00000 OWZ �p0 F- W sE r J Ldvw i F- � CL O W O U W Z 0 E Z 0 E U 0 0 W J _r c� �W I F- r F- o ZJO Q 00000 OWZ �p0 F- W sE r J Ldvw i F- U) W Q Z �¢ N � Q Z F O c� F r F- `U 0 ZJO Q 00000 OWZ �p0 F- N O 2 r J Ldvw i F- CL W Z�. ZO �¢ N � Q Z F O ti,� O? J08 J09 J10 J11 J11 J10 J09 J08 4 F WSO4 SD5 o o 4 A WSO4 SD5 Ln � CD a o �2Onj 0 0) O ti O 0o O co O O `' N M M co M M M M M N O V O O co `- O O O O O O — — — A WSO4 4 B SD5 WSO4 A 4 SD5 J08 J09 J10 J11 J11 J11 J10 J0099 % V J08 EXTERIOR FRAME WALL STANDARD 2ND FLOOR FRAMING SCHEDULE 0 (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE CL 8'-0" NOTES: 16" O.C. MAX W 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ZJO 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ,I. I 1. Y B 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 0 & NAILING PATTERN. Q 0 NAILS. IF' NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF O SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 00 O REVIEW OF EXTERIOR STUDS i IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE LL 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. U OJZ WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. AA w >.00 -- O ~�~ 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q - - -- � -- - - 0 TO FOLLOW THE DETAILS INDICATED BELOW" Z 3 STRUCTURAL ENG / BAD -C-FG DRAFTING: C -STRUCT: TNT OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS w j QC CHECK: CC = JOB No. TM - 2152534 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 0 SCALE: AS INDICATED M W r- 0 0 SHEATHING IS NOT CONTINUOUS) w OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS w SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR O z J LL♦1,111!11/!l/l rn 1 SHEATHING IS NOT CONTINUOUS) 0 W M ��N• .®y �lq„ p Ld 0000 a ..am Y 0 N ~ o Lud 00 p°_ �. Q 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z 0- !I� `•••••..•• O p PIR �'t„11i11111ri®�, M LL O ;; J e Q V 2 U, O 0 w • N '. O C} o U III �''�+-�-' Q U c 2 0 I■1�1� ,I _ � �I ISI I I -p�l I �■I I I --_ � _14 III ■ .I. I �!'�'� ._. I II I' SII. I►� _ � � �2Onj 0 0) O ti O 0o O co O O `' N M M co M M M M M N O V O O co `- O O O O O O — — — A WSO4 4 B SD5 WSO4 A 4 SD5 J08 J09 J10 J11 J11 J11 J10 J0099 % V J08 w EXTERIOR FRAME WALL STANDARD 2ND FLOOR FRAMING SCHEDULE 0 (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE CL 8'-0" NOTES: 16" O.C. MAX W 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ZJO 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX za EXTERIOR FRAME WALL NOTES _= 1. Y B 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 0 & NAILING PATTERN. Q 0 NAILS. IF' NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF O SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 00 O REVIEW OF EXTERIOR STUDS 3, IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE LL 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. U OJZ WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. LLJLi w >.00 -- O ~�~ 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q - - -- � -- - - 0 TO FOLLOW THE DETAILS INDICATED BELOW" Z 3 STRUCTURAL ENG / BAD -C-FG DRAFTING: C -STRUCT: TNT OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS w j QC CHECK: CC = JOB No. TM - 2152534 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 0 SCALE: AS INDICATED M W r- 0 0 SHEATHING IS NOT CONTINUOUS) w OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS w SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR O z J LL♦1,111!11/!l/l rn 1 SHEATHING IS NOT CONTINUOUS) 0 W M ��N• .®y �lq„ p Ld 0000 a ..am Y 0 N ~ o Lud 00 p°_ �. Q 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z 0- !I� `•••••..•• O p PIR �'t„11i11111ri®�, M LL O ;; J e Q V 2 U, O 0 w EXTERIOR FRAME WALL z Q SCHEDULE 0 (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE CL 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ZJO 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX za EXTERIOR FRAME WALL NOTES _= 1. Y B 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 0 & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 NAILS. IF' NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF O SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 00 O REVIEW OF EXTERIOR STUDS 3, IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE LL MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. w (n W z Q 0 a z Q LO O M CL � r Z Z ffi ZJO LU za _J� a 0 0 O I- 0 00 O O WLU LL CV U OJZ LLJLi w >.00 -- O ~�~ z � o - u 0 3 STRUCTURAL ENG / BAD -C-FG DRAFTING: C -STRUCT: TNT j QC CHECK: CC = JOB No. TM - 2152534 U SCALE: AS INDICATED M W r- 0 0 O J LL♦1,111!11/!l/l rn 1 L� /// W M ��N• .®y �lq„ p Ld 0000 a ..am Y o o Lud 00 p°_ �. Q z p !I� `•••••..•• O p PIR �'t„11i11111ri®�, M LL ;; J e Q 2 U, 0 w • N '. O C} o U Q U c 2 0 C ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w 2 `M'"" LL 'u'll 0 U pF•�r0 r O U O Q m ROOF FRAMING PLAN mo-, #16-1994 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. E i > z Q 0 a z Q O M CL � r Z Z ffi ZJO OBJ za _J� a C 0 O I- 0 00 O WLU LL CV OJZ LLJLi w >.00 -- `I S4.2 a z O M 11 � r ZJO OBJ C O 00 O CV OJZ LLJLi w >.00 -- O ~�~ U � o - u 3 STRUCTURAL ENG / BAD -C-FG DRAFTING: C -STRUCT: TNT j QC CHECK: CC = JOB No. TM - 2152534 U SCALE: AS INDICATED D U DATE: 07/06/2016 r- 0 0 `I S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z J n LL w a F- 0 w Ix z O AT CORNERS PRECAST "U" METAL LATH OR GRADE 60 BAR SIZE 4 PROVIDE LINTEL W/ 3000 BEND 0 WIRE SCREEN --------------------- Q .. STANDARD #5 psi CONC. PER ° �, OVER COURSES AL SHEAR WA L SEGMENT •, HOOK BAR. LAP LINTEL PLAN. IF 4 +LINTEL PER PLAN '!°"' ` :r. ' NOT REQ'D TO 4' 4 4• 41/4 OTHER BARS INTO REBAR IS #4 BE FILLED. 5 5/8 91/2 20 CORNER AS REQ'D INDICATED IN • (SHEET METAL & #5 31/8 7 113/4 25 33/4 LINTEL, #5 TO BE 151/2 30 PAPER FELT 33/4 81/16 14 FRAME INFILL AROU 41/2 81/16 181/2 HOOKED INTO #7 43/8 PROHIBITED) WINDOW BY BUILDER 10" HOOK `{s• �'' 213/4 SEE FOUNDATION J I^� ] SIDE VERTICALS ' SEE WF01/SD3 FOR / C L PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D MORE INFO ENG: CFG / BAD DRAFTING: W -STRUCT: " ON EITHER SIDE U.N.O. QC CHECK CC = JOB No. TM - 2152534 SCALE: AS INDICATED DATE: 07/06/2016 S5 L..` F '• 4 : ' TURNED SIDEWAYS. j e FIRST PLY 2X8 TO .. IId ° 4tl MASONRY WALL W/ ,'.` DOOR OPENING O . .. ° °e 4 ° ` 'e '° 1d • °• • �.' ° a Q J UL z 1-3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 °N 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/' . �dl 10d STAGGERED @ 6" O.C. a �• d .JA. w . 4 ROUGH OPENING PER PLAN d 4 4 v d tl 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 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" ° GRADE 40 GRADE 60 BAR SIZE 4 LENGTH LAP SPLICE BEND 0 LENGTH --------------------- Q .. NO -SHEAR WALL T OPENING ° �, d AL SHEAR WA L SEGMENT •, #3 A 4 +LINTEL PER PLAN '!°"' ` :r. ' 7 4' 4 4• 41/4 91/4 4 #4 21/2 5 5/8 91/2 20 3 55/8 • ° #5 31/8 7 113/4 25 33/4 7 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLANFOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE 4 LENGTH LAP SPLICE BEND 0 LENGTH --------------------- "All NO -SHEAR WALL T OPENING "D" TYPI AL SHEAR WA L SEGMENT •, #3 17/8 4 +LINTEL PER PLAN '!°"' ` :r. ' 7 15 4 4• 41/4 91/4 4 #4 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLANFOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE . + LENGTH LAP SPLICE BEND 0 LENGTH --------------------- "All "B„ VICI, "D" "All "B" "C" •, #3 17/8 4 +LINTEL PER PLAN '!°"' ` :r. ' 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 • TRANSOM OPENING #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 FRAME INFILL AROU 41/2 81/16 181/2 36 #7 43/8 9 13/16 WINDOW BY BUILDER 35 `{s• �'' 213/4 SEE FOUNDATION J I^� ] SEE WF01/SD3 FOR / C L PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D MORE INFO ENG: CFG / BAD DRAFTING: -STRUCT: " ON EITHER SIDE U.N.O. QC CHECK CC = JOB No. TM - 2152534 SCALE: AS INDICATED DATE: 07/06/2016 S5 L..` (2) 2X8 WOOD HEADER '• 4 : ' TURNED SIDEWAYS. j FIRST PLY 2X8 TO .. ',•.. MASONRY WALL W/ ,'.` DOOR OPENING ;. SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"Ox 1-3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/' 10d STAGGERED @ 6" O.C. DO LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) M GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "B„ VICI, "D" "All "B" "C" "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 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 #3=2Y2' 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0 M 8'-4" 6'-4" 22'-8" 0 110 / 0 450/0 824/0 1147/0 O RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE LL CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB-4STRENGTH = 1900 PSL e��t119110 j®/CL M 2'" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE a LLj 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. '® ' '�, Nl�w o 0 3'-0" 1230/1230 2769/2769 4085/4085 C=) = Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE c C* ¢ 6 4'-4" 846/833 2121/1716 3127/2839 °p J 5'-4" 664/572 1761/1761 2595/2595 LINTEL F =FILLED WITH GROUT / �, z "� � � w ¢ 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED �', �' Z 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ . �-s Q 0 T-41' 415 / 235 1152 / 1152 1694 / 1552 A BOTTOM OF LINTEL CAVITY o®®�®�•� Off' Co O O 8RF6-1B/1T 1 8F16-1B/1TP� LL 0 8F8-1B/1T �-- QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH p TYPE DESIGNATION LU 0c E 8RF14-0B/1T r7 O 8F16-0B/1T 1-1/2" CLEAR O U 7 D, 6 O 8F20-1B/1T J _� 0 w° ¢ Q— 0' � z #5 REBAR AT TOP MIN. (1) REQ'D 0 8F20-0B/1T U J cl ¢ z C.M.U. O 8RF22-1B/1T � O ° GROUT a 0 8F24-1B/1T CAV TBAR AT BOTTOM OF LINTEL U�� O 8RF22-OB/1T Y Z4 BOTTOM REINFORCING PROVIDED O q 7-5/8" ACTUAL IN LINTEL (VARIES) 0 z O 8F24-0B/1T 8" NOMINAL WIDTH 0 a N 8RF30-1B/1T FILLED > O 0 8F32-1B/1T 1-1/2" CLEARLLF a O 8RF30-0B/1T ¢ ED - #5 REBAR AT TOP MIN. (1) REQ'D F- z 0 8F32 -0B/1T U J 0 U' ¢ Z C.M.U. O BF38 -1 B/1 T ° j W 5C � z Q 7 O 8F12-1B/1T `- L< 06 0 8F40 -0B/1T �i`�' BOTTOM REINFORCING PROVIDED LLJ Z 7-5/8" ACTUAL IN LINTEL (VARIES) Ow 8F8 -0B/1T 8" NOMINAL WIDTH p 0 UNFILLED —� z v g W 0 SAFE LOAD TABLE NOTES wF— 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL I-- J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 2. 0 = NOT RATED. Z I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 0 W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 00 = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U U) ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 2 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF W SUPPORT. 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 Q Q Z O 0 M 11 J Z 0 r w Z j 0 64 �c T-4" LINTEL PLAN_ a #4=2Y2' U U U e #5=2Yz' ° + a #6=3.. tr - •v a d "B11 ° °° . .. a d. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOK 4DO8 REBAR SPLICE DETAIL 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. r. ar j OV gay, >I �4Aw 994 - O M -A ] QQ U PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS J Q Z D ww N Z O w _qj U') w p O U z Z _ oo ¢ p 0Y H o � � 0�0 — STANDARD LINTEL NOTES STANDARD LINTELS BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. () 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS0- ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1 V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 _ 0 0- iE (5 CD 0 LLI w - -- - - - - 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 / 1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 1 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1 1. fc PRECAST LINTELS = 3500 PSI. fc PRESTRESSED LINTELS = 6000 psi. 3 GROUTED PER ASTM C476fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-0" 0 180/0 598/0 1024/0 1441/02. 20'-8" 0 145/0 550/0 981/0 1376/0 J I^� ] C L 22'-8" 0 110 / 0 450/0 824/0 1147/0 O RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE LL CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB-4STRENGTH = 1900 PSL e��t119110 j®/CL M 2'" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE a LLj 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. '® ' '�, Nl�w o 0 3'-0" 1230/1230 2769/2769 4085/4085 C=) = Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE c C* ¢ 6 4'-4" 846/833 2121/1716 3127/2839 °p J 5'-4" 664/572 1761/1761 2595/2595 LINTEL F =FILLED WITH GROUT / �, z "� � � w ¢ 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED �', �' Z 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ . �-s Q 0 T-41' 415 / 235 1152 / 1152 1694 / 1552 A BOTTOM OF LINTEL CAVITY o®®�®�•� Off' Co O O 8RF6-1B/1T 1 8F16-1B/1TP� LL 0 8F8-1B/1T �-- QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH p TYPE DESIGNATION LU 0c E 8RF14-0B/1T r7 O 8F16-0B/1T 1-1/2" CLEAR O U 7 D, 6 O 8F20-1B/1T J _� 0 w° ¢ Q— 0' � z #5 REBAR AT TOP MIN. (1) REQ'D 0 8F20-0B/1T U J cl ¢ z C.M.U. O 8RF22-1B/1T � O ° GROUT a 0 8F24-1B/1T CAV TBAR AT BOTTOM OF LINTEL U�� O 8RF22-OB/1T Y Z4 BOTTOM REINFORCING PROVIDED O q 7-5/8" ACTUAL IN LINTEL (VARIES) 0 z O 8F24-0B/1T 8" NOMINAL WIDTH 0 a N 8RF30-1B/1T FILLED > O 0 8F32-1B/1T 1-1/2" CLEARLLF a O 8RF30-0B/1T ¢ ED - #5 REBAR AT TOP MIN. (1) REQ'D F- z 0 8F32 -0B/1T U J 0 U' ¢ Z C.M.U. O BF38 -1 B/1 T ° j W 5C � z Q 7 O 8F12-1B/1T `- L< 06 0 8F40 -0B/1T �i`�' BOTTOM REINFORCING PROVIDED LLJ Z 7-5/8" ACTUAL IN LINTEL (VARIES) Ow 8F8 -0B/1T 8" NOMINAL WIDTH p 0 UNFILLED —� z v g W 0 SAFE LOAD TABLE NOTES wF— 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL I-- J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 2. 0 = NOT RATED. Z I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 0 W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 00 = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U U) ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 2 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF W SUPPORT. 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 Q Q Z O 0 M 11 J Z 0 r w Z j 0 64 �c T-4" LINTEL PLAN_ a #4=2Y2' U U U e #5=2Yz' ° + a #6=3.. tr - •v a d "B11 ° °° . .. a d. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOK 4DO8 REBAR SPLICE DETAIL 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. r. ar j OV gay, >I �4Aw 994 - O M -A ] QQ U � � 0�0 0 2 LO CV 0 _! Z U J W ..r_ j ID ao= 0 IF- li- J I^� ] C L STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK CC = JOB No. TM - 2152534 SCALE: AS INDICATED DATE: 07/06/2016 S5 (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 H TIE BEAM SPLICE TO a TIE BEAM SPLICE TO e �,1' om 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING F_ BE MIN. 25" GROUT I� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID CELL SOLID REQ'DMIN 4" BELOW Uj MASONRY WALL I MASONRY WALLSII CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" E SEE PLAN I SEE PLAN W > FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER FOUNDATION PLAN 2 1/4"CONC. SLAB PER Z CONCRETE SLAB PER CONCRETE SLAB PER I I CONCRETE SLAB PER Z w FOUNDATION PLAN w FOUNDATION PLAN 'Ila FOUNDATION PLAN - 4 FOUNDATION PLAN a w ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE a > w I' VARIES" W a n ° W '7 a'LL SEE PLAN a CO fn 4° e' ° d a: ° ° ° x ' •d ° . 1 w4 e - ,d e. .'e d A - J °.. d a 4,.a° b ° ° —° ° ''e' S • �I ' d— •4. _ _ Z J y d, .,4° d e° ..I•e I .•a° Q ° ..Id 00 (/� .e .° .° 4,' d' ° 'r d e a ° w—III—I•I I—III— °• : • ° I a GRADE — ° ° I. o GRADE z cn ° . • 4' 45° o — ; ° a. ° a ° — ° ' 4 I—_— I 00 = _ = I o • °III=III-1 I I N ,— _y _ ° ° r _ — o — - _ _ -III III—I _.��...' ., z a :° —_—_ —_ _ —_ _— -III—I I—I_I �. _ I—I I I—I I I ; I_ I7711 _ _ ____ —��, _ a _ "— —'- " _ ; __ —_ o g I —� I I ; _— I I$1,1-44 11„ I' _ _II -I I= I ° _°� 4 O --I °_°�, 4 I U O a I_ __ __ - I L- I __ I- I- -I I- I I -1- I i -I -III III -III I I o ZY)> O—III=11 I I= — — —� j — I I L=III I I�I I I=1 W `� _I �— - I =1 I I _ , __ —_ - �— — = I —j w %= — I = _ _ _—I —I (2) #5 BARS CONT. i — rLR I (2) #5 BARS CONT. —LO Lni ( =II I I= CLEAN COMPACTED 16„? 8" 8"W/ 3" COVER TYP. I3I`'COVCLEAN COMPACTED W/ 3 COVER TYP. 3'' COVER FILL @ 95% STANDARD CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL 95% STANDARD DENSITY FILL 95% STANDARD U 8 8 FILL @ 95% STANDARD FILL @ 95% STANDARD O @ 1'-4" @ COVER TYP.; AT COVER TYP.; AT DENSITY DENSITY DENSITY DENSITY (2) #5 BARS CONT. w/ 3" 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 Z COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO BE 20" WIDE 00 LU AFO)�TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING AFO3'� NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0„ 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" ,rr1111911�/EII uj c M LLI OPT. 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PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN THAN THE FILL @ 95% STANDARD —I (_I = — SEE FDNIPLAN I=I I I I I I _ _ SIDE VIEW DENSITY — — FOR SIZE I—� d ° sTRUCT TNT PENETRATING PIPE ( )�L>/� h, —I I — d. d �4 --' —___- _-- — - i— �' a J QC CHECK: CC & REINF. — (FRONT VIEW) PVC SLEEVE 1- = I �I I I -I �- p1,"""=Sa:a � JOB No. TM -2152534 z LU SCALE: AS INDICATED PIPE VERTICAL THRU FDN — I —I d q 1— — d d4 I W DATE: 07/06/2016 d � #1 6 - 1 994 (— TYPICAL FOUNDATION PENETRATIONS III—III=� 111 NOT USED 3/4"=1'-0° PIPE PARALLEL TO FND SD1 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 express ;ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, n PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL :. �:.. BE GROUT FILLED w W FRAMING INF( 3/8" DIA. ANCHOR U.N.O. to i ,: y THREADED RO (1) #5 VERTICAL IN PLAN / BEARINi [.`.. SCHEDULE. ON GROUT FILLED CELL (IF REQUIRED WH ` INDICATED ON REQ'D PER PLAN) F 2 ° FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING NOTE: SEE MD08 ON V WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ LINTEL PLAN FOR ADDIT'L REBAR INFO DETAIL 5-1/2" EMBED. AT EA. O.C. @ EACH SUCCESSIVE BUCK y DOOR BRACKET, EA. BASE PLATE VERTICAL REINFORCEMENT 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 -01, NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHI1' ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SPI CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi 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 Z THREADED RO STRUCTURAL PLAN / BEARINi SHEATHING ON BOTH SCHEDULE. ON IF NO WEB IS PRESENT REQUIRED WH `/16" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE V WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O C 5-1/2" EMBED. AT EA. O.C. @ EACH SUCCESSIVE BUCK y 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 11(2) (2) 2x TOP PLATE BE 8" MAX. ABV. CURB, SHEARWALL REST EQ. SPACED -24" O.C.) o -r QAcc 01 n 1/2"=11-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU �-- HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV - 2x BLK'G. TO O.S.B. (2) 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL "ADO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS :ACH 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 (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 4' EMBED. FOR HOLLOW BLOCK OR 3 2' 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 EDGE AS REQ'D 2x BUCK DETAIL I� (2) 2x TOP PLATE (2) 2x PLATE —� SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d 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 Z FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH z IF NO WEB IS PRESENT SHEATHING ON BOTH `/16" OSB W/ (2) 8d SIDES FROM TOP OF 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 04 SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF `/16" OSB EACH SIDE, BEAM. ATTACHED PER V RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE O.C. @ EACH SUCCESSIVE BUCK y 2x4 'X' BRACE ACROSS NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiF_0" 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 CHORD Z SCAB IN EACH TRUSS ATTACHMENTS FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z IF NO WEB IS PRESENT SUPPLIED BY A/C J 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 04 COMPANY STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z co (3) 10d NAILS TYPICAL 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x F- V AT EACH TRUSS BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W O.C. @ EACH SUCCESSIVE BUCK y 2x4 'X' BRACE ACROSS 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME LO D LENGTH OF 3/4"=1'-0" TBD BY BUILDER (FASTENING) ARE MET ❑ 11(2) (2) 2x TOP PLATE _ SHEARWALL ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O D Z NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN F (2) 2x #2 SYP SEE PLAN CHORD WITH (3) 10d TOP AND BOTTOM MI U) NAILS (2) BAYS PAST A/C OR TITEN HD @ 32" LL LOCATION. MIN (3) BA U)FOR 2x4 BLOCKING LAP W/ (2) 16d NAILS Q BEAM SIZE O.C. & 6" FROM EACH END TRUSSES TO EACH TRUSS. TYF o IF OPENING PROVIDED J TOENAILED TO EACH SIDE PRE-ENG.TRUSS PER U DOUBLE TOP PLATE w/ Z T14BETWEEN 10d NAILS @ 4" O.C. O I PER PLAN) 0 Q STANDARD TRUSS - ROOFING MATERIAL r) TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER rLq PLAN 0 KNEEWALL AT UPSET BEAM 3/4"=1'-0" PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES PRE -CAST LINTEL PER W PLAN I (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 2x6 3/1 " " " 2x8 3/16" x 3" 12" O.C. 2 w w0 FASTEN PT 2x NAILER rr�rr O TO MASONRY NOTES: LU Z 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 I ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK o J 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 04 STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z co THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x F- V Js- BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W O.C. @ EACH SUCCESSIVE BUCK y W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME LO D (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS Uj 3/4"=1'-0" TBD BY BUILDER (FASTENING) ARE MET ❑ 11(2) (2) 2x TOP PLATE _ 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) OU ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O D Z SPECS Z F (2) 2x #2 SYP SEE PLAN � J 1/2"=11-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR m W D � O � e rI � ri aye i4 �NNII W M ;► °•ow• m��: ate Q. d � LL[ 00 STRUCTURAL co SHEATHING 4i o = Z TYP. TRUSS TO FRAK g ® p U CONNECTION PER ZQ ; ti �+•a J NOTES STD. CONNECTOR 7a ®°•�d5t�' `" Z p FRAME OUT TO BLOCK NOTES ®s� .°,°°.•"° �® Q Q' EDGE AS REQ'D FRAME OUT TO BLOCK e ® ��a®� EDGE ca LL BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END `a.. AT BASE ARE REQ'D w0 rr�rr O Z 6.1 I 0 J co fiFO KNEEWALL OVER MASONRY WALL Js- 3/4"=1'-0" LLl 11(2) (2) 2x TOP PLATE _ U D Z 1/2" x 8" ANCHOR BOLT F (2) 2x #2 SYP SEE PLAN � U) (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" LL FOR BEAM SIZE (ONLY U)FOR O Q BEAM SIZE O.C. & 6" FROM EACH END o IF OPENING PROVIDED J PRE-ENG.TRUSS PER U Z PLAN, 24" O.C. MAX O I PER PLAN) 0 Q O"7G ROOFING MATERIAL r) W t Q Uri F PER ARCHS rLq MIN. 2x4 SPF #2 KNEE 0 SEE FRAMING PLAN � J I" 0 2x PT BOTTOM FOR CONNECTION WALL w/ STUDS @ 16" U INFO w PLATE SEE ELEVATION Z W O.C. w/ STRUCTURAL ❑ ;. TOP OF MASONRY <Uj SEE ARCH PLANS FOR O = OVERHANG INFO U SHEATHING FROM Q .P4 :.: Q Z Y RE. ELEV. PRECAST LINTEL OR TOP OF WALL TO cl O o TYP. SINGLE TIE -BEAM o - 2 KNOCK OUT COURSE W/ (1) #5 CONT. BOTTOM OF WALL. w GROUT SOLID Z Q p ." ATTACHED PER Q' NAILING SCHEDULE IL •° OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS U BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END `a.. AT BASE ARE REQ'D w0 rr�rr Z 6.1 I 0 co fiFO KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" LLl U) U D Z F < W U) L0 06 a� LL O Q Z o J J PRE-ENG.TRUSS PER U Z PLAN, 24" O.C. MAX O 0 Q ROOFING MATERIAL = W t Q Uri F PER ARCHS rLq Z Z SEE FRAMING PLAN � J I" 0 FOR CONNECTION 0 INFO w SEE ELEVATION Z W ;. TOP OF MASONRY <Uj SEE ARCH PLANS FOR O = OVERHANG INFO U :.: Q Z RE. ELEV. ❑ W FOR O.H. O TYP. SINGLE TIE -BEAM o - 2 W/ (1) #5 CONT. GROUT SOLID Z Q p 3/4"=1'-0" � 3/4"=1'-0" Q Z x STUDS 16" O.C. FOR KNEE WALL -/ PRE -MANUFACTURED FLUE PER MANUF. � p r' 11 O 2 S S @ CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > z (3 r OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE � Z B F TOP OF CHIMNEY MIN. & FRAME FLOOR PLAN w Z J 0 ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT (� = WITHIN 10'-0" OF THE GALVANIZED FLASHING ❑ Vi Q LL CO CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR Q ❑ Y 1E — PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL 0 1 OTO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS H 0 00 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS /� r DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C. A 2x4 FRAMED CRICKET EXT FINISH PER PLAN O W m 2x4 VERTICAL @ 24 W/ GALVANIZED I I` (� _j Z O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d ❑LU FLASHING w 0 NAILS TO BOTTOM 4 Z CHORD & (3) 10d NAILS + + ; W 0 — OF 2x PLATES OVER ROOF DECK PER VALLEY H A �, K TO TOP CHORD; NOTE �, MAIN FLOOR Cl) O FRAMING DETAIL IF WALL HEIGHT IS ❑ BETWEEN 4FT & 8FT, (4) 16d COMMONS ELEV 0'-0" U) CL DOUBLE TOP PLATE B + + NAILED @EACH END CONC. SLAB - �'�. v' O USE 2x6 SYP #2 STUDS + SEE FOUNDATION VERT REINF. BEYOND W i - - - - ' _ � STRUCTURAL ENG: CFG /BAD SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING — 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO- III—III- I I� DRAFTING: HO 16d COMMONS END U RAFTER + + NAILED TO VERTICAL I I=i COMMON TRUSS PER PLAN OR CONV. FRAMING w/ 2x4 BLOCKING W/ (2) + ,, 16d COMMONS END 2x4's I I= -� � MASONRY y`�I�.�R �-STRUCT. TNT E I I- PLAN c J QC CHECK CC J STRUCTURAL SHEATHING PER PLAN AND ROOF ` NAILED TO VERTICAL Q O SEE FOUNDATION , ,, �� 2x45 + +c�. ,e FINISH PER ARCHSFIN l '�� t Z JOB No. TM -2152534 � G + + DETAILS FOR FTG INFO ° �<yd k � CURVED ROOF TRUSSES PER PLAN OR CURVED K 0 SCALE: AS INDICATED TRUSS PER PLAN "o:_ RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING � '" �" DATE: 07/06/2016 NAILED @ 6" O.C. STAGGERED w NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D L 1 6 1 '�+ MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION � _ D2 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" 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 MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. i I SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON F 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 - W 2x4 BLOCKING @ EA. —� TRUSS OUTLOOKER (MAX. ROOF SHEATHING PER — DOUBLE 2x TOP PLATE PLAN SPAN 2'-0") w/ (2) 16d -0" MAX. FASTEN SIDE WALL A35 DIAGONAL TO Q SHEATHING PER PLAN. BRACE TO PLATE TRUSS BOT. CHORD 77FEXT. (5) 16d NAILS BRACE ROOF SHEATHING TO BLOCKING PT 2x8 PLT., CANT. FOR SHEATHING; 2 PER PLAN ATTACH PER PLAN JP 01 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ FRAME WALL CONNECTION 2x4 DIAGONAL BRACE EACH END AND 32" O.C. ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS CONTRACTOR TO FIELD VERIFY WHICH W 2x4 BLOCKING @ EA. —� CONDITION IS REQUIRED. CONTACT EOR OUTLOOKER (MAX. ROOF SHEATHING PER — FOR ADDITIONAL INFO AS REQ'D PLAN SPAN 2'-0") w/ (2) 16d -0" MAX. SIMPSON A23 @ EACH A35 DIAGONAL TO Q NAILS, TOENAILED @ BRACE TO PLATE TRUSS BOT. CHORD EA DIAG AS SHOWN SHEATHING PER PLAN 3 1/4" HOLD 1/2" J -BOLTS w/ ROOF SHEATHING (TYP.) (END NAIL PLTS. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" 2 PER PLAN CLG. NAILING SURFACE 01 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ TRUSS PER PLAN 2x4 DIAGONAL BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w UPLIFT CONNECTOR C MAX. ATTACHMENT w/ (3) 10d = 2x4 #2 SYP P.T. TOENAILS EA. END OUTLOOKER PROVIDE 16d NAILS Z (2) 16d TOE NAILS (GE�OGABLE END AT VALLEY FRAMING GABLE END TRUSS TOw M 2x TOP PLATE TO LL PLT.@12" O.C. MAX. T v <4 GABLE END W/ 16d @ EACH END o m O NAILS @ 6" O.C. \ FRAMING FOR FALSE L I OUTLOOKER CMU WALL OR LINTEL a _ BEAM, IF REQ'D w/ (3) BELOW - HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS NAILS @ EACH WEB CHART REQ'D. MIN (1) JACK & BRACE2x4 ~ W TIE BEAM COURSE w/ (1) STUDS @ 24" O.C. w/ \GABLE \ #5 CONT. SINGLE BASE & TOP LSTA18 HEADER TO CONNECT TO DROP z c) PLATE w/ PLYWOOD FALSE BM PER PLAN FROM TOP OF WALL STUDS TYP. BASE SHEATHING COVERING IF REQ'D w SEE CHART CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 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 I H I 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" I W O 0 V-9" MAX. WHERE O.H. IS > V-0", DROP H W 2x4 BLOCKING @ EA. —� NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER — ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d -0" MAX. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR BAYS O EA. DIAG. N SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE I END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 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 I H I 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" I W O 0 V-9" MAX. WHERE O.H. IS > V-0", DROP H W UP TO 4'-8" NO BRACE REQUIRED GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d ~ (2) 2x4 BRACE (SEE SECTION A -A) 914" < 1-1614'-0" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR BAYS O EA. DIAG. N SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE NAILS @ EA. END. BLOCK ADJ. BAYS @ Q NAILS, TOENAILED @ (2) 16d NAILS TO EA. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA DIAG AS SHOWN SHEATHING PER PLAN EACH END.AT 24" O.C. ROOF SHEATHING (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO V-0" MAX PLYWOOD CANT 0 H Q - FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN CO W SHEATHING FASTEN FASTEN TO DIAG.w/(2) 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D Q W GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED CONT, 2x4 (1) 2x4 BRACE BLOCKS w/8d NAILS SEE ELEV. FOR Z @ 6" O.C. O.H. SIZE W (2) 2x4 BRACE (SEE SECTION A -A) 914" < 1-1614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H518'-8" STRONGBACK W/ (2) 2x4 BRACE NAILS, TOENAILED @ (2) 16d NAILS TO EA. STUD TOP & BOTTOM COMMON TRUSS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. WHERE O.H. IS > V-0", OO 2 PER PLAN TO STUD) \ < C TRUSS PER PLAN 2x4 DIAGONAL BRACE 2x FASCIA w (2) 16d DROP END GABLE w/ W LOCATIONS USE UPLIFT CONNECTOR C INTO BLOCKING, (4) 8d END NAILS @ EA. 32" O.C. 2x4 #2 SYP P.T. @ 48" O.C. TO 3RD OUTLOOKER OUTLOOKERS @ 24" Z (2) 16d TOE NAILS (GE�OGABLE END AT VALLEY FRAMING ---- SIMPSON H2.5(TYP.) \ W/(2)12d END NAILS BRACE TO LEDGER BAY REQ'D w/ HOLD WALL 3-1/2" O.C. TO RUN BACK TO It @ EACH END DOWN FOR \ STRONGBACK, SEE OUTLOOKER 1 ST COMMON TRUSS N 2x4 LEDGER W1(2) 10d `�--- HEADER PER PLAN IF W J \ NAILS @ EACH WEB CHART REQ'D. MIN (1) JACK & WITH (3) 12d TOENAILS. ~ W EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. \GABLE \ BRACING (+) LSTA18 HEADER TO CONNECT TO DROP z c) a FROM TOP OF WALL STUDS TYP. BASE w SEE CHART CONNECTION GABLE WITH H2.5 CLIP, 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN ',. 16" O.C. �-- 1/2" x 8" J -BOLT @ 32" MAX 2'-0" O.H. U) ---� PROVIDE 2x4 BRACE r , INTO BLOCKING, (2) �__- MASONRY WALL OR _ END w/ NUT & WASHER Ip = W LINTEL SEE PLAN ,. PLATE W/ 1/2" x 8" TO EA. ADJ. DIAG. LINTEL SEE PLAN �' p' ' IN CMU. OR SIMPSON A ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & FASTEN TO DIAG. w/(2) O STRONGBACK IF REQ'D FRAME WALL DETAILMU WALL SPLICE DETAIL CONT. 2x4 w @ CMU VAULTED CONDITION @ CMU 16d NAILS. PER CHART 00 0a00 1 r2" C4 ► 0 Z (5) 16d NAILS BRACE 2x4'S @ 24" O.C. U J GABLE BRACING @ 48" = ao= TO BLOCKING GABLE END Z O.C. NOT REG'D 6' A /q PROVIDE 2x4 BRACE SHEATHING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN CO W SHEATHING FASTEN FASTEN TO DIAG.w/(2) 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D Q W GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < HA T-0" (1) 2x4 BRACE T-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 914" < 1-1614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H518'-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 GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. PROVIDE 2x BLOCKING 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR SHEATHING FOR NAILING CANTILEVER PLAN a 2x4 BLOCKING (2) 12d U — (2)16d NAILS PLT. TO U SCHED. NAILS, TOENAILED @ (2) 16d NAILS TO EA. STUD TOP & BOTTOM COMMON TRUSS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. u OO 2 PER PLAN TO STUD) 32" O.C. GABLE TRUSS < C TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d TRUSS C LOCATIONS USE UPLIFT CONNECTOR C INTO BLOCKING, (4) 8d END NAILS @ EA. 32" O.C. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER FOR WOOD OR u o BLOCKING @ 24" O.C. (2) 16d TOE NAILS (GE�OGABLE END AT VALLEY FRAMING ---- SIMPSON H2.5(TYP.) L W/(2)12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" pa @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W1(2) 10d `�--- HEADER PER PLAN IF W J Z NAILS @ EACH WEB Z REQ'D. MIN (1) JACK & W EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE w TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN ',. 16" O.C. �-- 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS ---� O.C. AND 6 FROM EA. r , INTO BLOCKING, (2) �__- MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ,. PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN �' p' ' IN CMU. OR SIMPSON A ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN O 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 I 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 I (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. "'"rlPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN TRUSS PER PLAN 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 AT 24" O.C. @ 24" O.C. W/ (2) 12d jj END NAILS @ EACH Mr END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLANBOTTOM CHORD. 2x WALL, SEE PLAN , ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL �— SIMPSON H1 OA DIAG. TO BLOCKING LLi rn LL- M O a `'a`�►i gee®�� 00 009 0 V✓ t� Q GABLE BRACING @ 48" PROVIDE 2X BLOCKING '�, •o ';,,, �y U_ O.C. MAX. 45° FROM FOR NAILING L+- 4 'o �. _j HORIZONTAL (+/- 100) W Q BRACE NOT REQUIRED< ' Z 6' FROM EAVES.r O TRUSS PER PLAN C j ®`�' SEE PLAN FOR ..ease••. m LL SUPPORT AND TIE ®� P�©��,'`' DOWN OF JACK Q NJ PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS U, O @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE CONNECTION DETAIIL (FRAME WALL WALL PER PLAN CL,�, r �.:) ` � FOR REQ'D MAY ALSO BE SHOWN; O %jj C CONNECTIONS MASONRY) U. w P ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q �O cl - o GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. 3/4"=1'-0" (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 Win TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE CQ.) C U '" U_ 0 U O of cc SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR SHEATHING VALLEY TRUSSES PER � CANTILEVER PLAN a EXT. SHEATHING; U ATTACH PER NAILING U SCHED. U (2) 16d NAILS TO EA. C COMMON TRUSS FIELD FRAMED VALLEY DETAIL W FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-011 3/4"=1'-0" 1/2"=V-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. i i L GABLE TRUSS F r J EXT. SHEATHING; C ATTACH PER NAILING SCHED. U (2) 16d NAILS TO EA. � COMMON TRUSS i u OO 2 SIMPSON META16 @ WZ 32" O.C. GABLE TRUSS < C TO MASONRY. AT MAIN SPAN ROOF WOOD WALL TRUSS C LOCATIONS USE UPLIFT CONNECTOR C LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. � MASONRY WALL - SHOWN, SEE PLAN u FOR WOOD OR u o MASONRY (GE�OGABLE END AT VALLEY FRAMING L 3/4"=1'-0" C FIELD FRAMED VALLEY DETAIL W FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-011 3/4"=1'-0" 1/2"=V-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. i i r J z r i � �01 i 06 OO i WZ z i 0 i --I pa W QNF- W J Z Z W O (V 1'� W W i W U) r p ► I r 1 a i ► Z O M ► 0 T P 11 Z z0 O _j v�aw 0a00 1 r2" C4 ► 0 Z J LLJ ao= ► i ► STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT ► QC CHECK CC JOB No. TM - 2152534 SCALE: AS INDICATED ► DATE. --------------- 07/06/2016 SUS NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO i TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR / ATTACH 2x STUDS TO p I I I I I SIMPSUN Lb I AN W/ CONDITIONS TOP PLATE W/ (4) 16d IIII z 2x DBL TOP PLATE BEYOND p PER PLAN NAILS ((2) ON EA. SIDE) MIN. 15/32" EXP 1 SHEATHINGSHEATHING INSTALLED VERTICALLY. W 2x8 STUDS PER —G TYP. AT ALL EXTERIOR 72 > 0 IIII FRAMING PLAN CONDITIONS w O N 2x4 BLOCKING PLACED SEE ELEV. FOR ILL 1--1L--IL N oU_ N STRAP AROUND TOP SPLICE ---�" BOTTOM SPLICE OVER CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG O @ FRAME WALL STUD NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ( N NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE 10d x 3" COMM( OVERLAP TOP PLATE DOUBLE 2x8 TOP FLOOR SYSTEM PLATE 'FO TYPICAL TOP PLATE SPLICE @ BRIG. WALL LL AT CORNER - DOUBLE 2x4 TOP NOTES: W PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN f-- NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION O 3) FOR 5 -PLY, PROVIDE 1/4'DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE - PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & ATTACH PER NAILING (2) 10d NAILS O.C. SOLID BLOCK W/ 2x6 PATTERN ON THIS ( ) DETAIL 10d x 3" COMMON TOP PLATE TRANSITION 10d x 3" COMM( OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4'5 (2) 2x6'5 (2) 2x8'5 (2) 2x COLUMN FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE t-11 ITCIMM M\ 2X4'.5 p z w �r C a Q p I I I I I SIMPSUN Lb I AN W/ w = 2 1/2" p IIII z 2x DBL TOP PLATE BEYOND p PER PLAN W w MIN. 15/32" EXP 1 SHEATHINGSHEATHING INSTALLED VERTICALLY. W PER PLAN NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 1 1/2" z 72 > 0 IIII cV II II II w O N 2x4 BLOCKING PLACED SEE ELEV. FOR ILL 1--1L--IL N oU_ N STRAP AROUND N -------- CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG O @ FRAME WALL SEE PLAN FOR NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ( N NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS LL AT CORNER SIDE 2x BOTTOM PLATE z 2x BRIG WALL, SEE SPACED EVENLY OPENING SIZE 1 BEYOND SEE PLAN PLAN FOR ADDITIONAL U INFO SHEATHING DIAGRAM NAIL BOTTOM PLATE U Z F1 EXTERIOR SHEATHING SCHEDULE O.C. MAX.; 2x8 w/ (2) 10d NAILS @ TO CORNER STUD Q SPACING. MIN (2) 2x 00 POCKET SGD EACH VERTICAL POCKET SGD PACK w/ (4) 10d NAILS can SEE UNDER GIRDER TRUSS BUILDER BUILDER bo 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" MOI PRE-ENGINEERED 10d x 3" COMM( OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4'5 (2) 2x6'5 (2) 2x8'5 (2) 2x COLUMN FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE t-11 ITCIMM M\ 2X4'.5 p z w �r C a Q I I I I _L � INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN a PER VVL z ----- ------ — w= _ (1) ROW OF 8d COMMON NAILS@3"O.C. U A = NAIL SPACING — — — — — IT — �I — — T — II— w Z _j ~ °I 01� SC' OV S'C ROOF SHEATHING, 6 a = p NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ? F qe F SHEATHING,2 F q II I I II II II a w o � NAILS @ 3" O.C. 1/2„ A 1�2 ��FNC<T'�T,1� ASOTEN PER PLAN <<c GZgp FASTEN PER PLAN 11_ — I I— a co z = Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d AyC SS h' �S III - — -- — -- — -- a ,� c� COMMON NAILS @ 3" O.C. — o — ° FOAS, O'cOy III III I I I I I WALL SHEATHING O = (D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III II I I I ,-. EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8 g III OPENING III II II II SPACE BETWEEN w w 5 STAGGER ALL III O VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS III 4 II PANELS _ U COMMON NAILS @ 3 O.C. NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3" IIIrAROUND PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSESNAILS AT JOINT ' a HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS IIIP. III I I I I I I = O STUD PER PLAN 4 @ 4" O.C. 2x STUDS BEYOND, " O TOP & BOTTOMIIIII IIII SHEATHING SPLICE,NING SEE PLAN FOR MORE w 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION III III II II II INFO h- O < O VERTICAL MEMBER IF GABLE END PER -ENG TRUSSES z SHEATHING & PER PLAN — 2x FASCIA PER PLAN 2x FASCIA III -I- I— — -Tl —III I I I I I SIMPSUN Lb I AN W/ w = U) IIII (2) 8d TOENAILS 2x DBL TOP PLATE BEYOND LEDGER PER PLAN TO LEDGER MIN. 15/32" EXP 1 SHEATHINGSHEATHING INSTALLED VERTICALLY. (D PER PLAN NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 EACH END 72 > 0 IIII I I II IIII II II II O.C. O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING 2x4 BLOCKING PLACED SEE ELEV. FOR I I I I _L � INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN a PER VVL z ----- ------ — w= _ (1) ROW OF 8d COMMON NAILS@3"O.C. U A = NAIL SPACING — — — — — IT — �I — — T — II— w Z _j ~ °I 01� SC' OV S'C ROOF SHEATHING, 6 a = p NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ? F qe F SHEATHING,2 F q II I I II II II a w o � NAILS @ 3" O.C. 1/2„ A 1�2 ��FNC<T'�T,1� ASOTEN PER PLAN <<c GZgp FASTEN PER PLAN 11_ — I I— a co z = Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d AyC SS h' �S III - — -- — -- — -- a ,� c� COMMON NAILS @ 3" O.C. — o — ° FOAS, O'cOy III III I I I I I WALL SHEATHING O = (D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III II I I I ,-. EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8 g III OPENING III II II II SPACE BETWEEN w w 5 STAGGER ALL III O VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS III 4 II PANELS _ U COMMON NAILS @ 3 O.C. NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3" IIIrAROUND PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSESNAILS AT JOINT ' a HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS IIIP. III I I I I I I = O STUD PER PLAN 4 @ 4" O.C. 2x STUDS BEYOND, " O TOP & BOTTOMIIIII IIII SHEATHING SPLICE,NING SEE PLAN FOR MORE w 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION III III II II II INFO h- O < O VERTICAL MEMBER IF GABLE END PER -ENG TRUSSES z SHEATHING & PER PLAN — 2x FASCIA PER PLAN 2x FASCIA III -I- I— — -Tl —III I I I I I SIMPSUN Lb I AN W/ w = U) IIII (2) 8d TOENAILS II II II LEDGER PER PLAN TO LEDGER (22) 10d NAILS (ALL I I II IIII LAP BEAM PLYS AND EACH END NAILING PER > 0 IIII I I II IIII II II II O.C. p 00 2x4 BLOCKING PLACED SEE ELEV. FOR ILL 1--1L--IL SEE ELEV. FOR oU_ N2 STRAP AROUND --- — -------- CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG O @ FRAME WALL SEE PLAN FOR NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ( TALLER STUD) NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE U_0 `� 2x6 #2 SYP P.T. CONT. •a FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS LL V3/4"=1'-0" CUT TO FIT 2x BOTTOM PLATE r. 2x BRIG WALL, SEE SPACED EVENLY OPENING SIZE 1 BEYOND SEE PLAN PLAN FOR ADDITIONAL u 9 INFO SHEATHING DIAGRAM PLAN FOR STUD SIZE & CDO CORNER COLUMN FRAMING F1 EXTERIOR SHEATHING SCHEDULE O.C. MAX.; 2x8 w/ (2) 10d NAILS @ 3/4"=1'-0" ' SPACING. MIN (2) 2x BLOCKING GYPSUM WALLBOARD ZX1L W/ "I UQ A J.. NAIW CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN SIMPSUN Lb I AN W/ Cd C N CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8 GAP LEDGER PER PLAN TO LEDGER (22) 10d NAILS (ALL 2x4 PT LEDGER W/ LAP BEAM PLYS AND EACH END NAILING PER 1/4 x4 TAPCONS @ 12"2x4 2x FRAME WALL PER LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN (2) 1/4" X 3'/" SIMPS. SD� 2x4 BLOCKING PLACED SEE ELEV. FOR INTO TRUSS & (3) 12d EACH VERTICAL SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE STRAP AROUND O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL SEE PLAN FOR NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAIL PER PLAN TALLER STUD) NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •a CONNECTION w/ (2) 1/4" x 3 1/2" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS V3/4"=1'-0" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEEROOF SHEATHING, PLAN 2x4 #2 SPF NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. �— DOUBLE TOP PLATE CIW/ (2) 1 END NAILS CONNECTION CONNECTION CAnLI CAKMN I PRE-ENGINEERED' ZX1L W/ "I UQ A J.. NAIW CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN SIMPSUN Lb I AN W/ Cd C N BEAM INTO LONG SPAN AS INDICATED ON BEAM SHEATHING PER BLOCKING @ 24" O.C. SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN ROOF TRUSS - SEE STRAP IS NOT REQUIRED. 7� / (22) 10d NAILS (ALL z LAP BEAM PLYS AND EACH END — 1/4" x 4" TAPCONS @ FRAMING PLAN FOR 16d COMMON NAILS TO GABLE END STUDS CORNER CONDITIONS NAILS PER PLY (2) 1/4" X 3'/" SIMPS. SD� J Q/ i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL SPACING 504 HEADER @ POCKET SLIDER EXTERIOR SHEATHING STRAP AROUND SEE WALL CLIP DETAIL POST TO BEAM LINTELS PLAN VIEW @ TOP OF POST FOR MORE INFO . SEE PLAN FOR PT POST PER PLAN NAIL PER PLAN TALLER STUD) W 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •a CONNECTION w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 5/8" THREADED ROD w/ TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r. 2x BRIG WALL, SEE SPACED EVENLY SEE FOUNDATION �. Qa , PLAN FOR ADDITIONAL u 9 INFO SIDE VIEW @ BASE OF POST PLAN FOR STUD SIZE & CDO CORNER COLUMN FRAMING 2x6 O.C. MAX.; 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ ' SPACING. MIN (2) 2x POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD — ATTACHMENT BY VERTICAL SEE UNDER GIRDER TRUSS BUILDER BUILDER BUILDER 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" MOI 1)111,11l1i 2x BLOCKING SIMPSON LSTA24 EACH I (2) 2x TOP PLATE STUD I ATTACH 2x TO 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS SPACING. MIN (2) 2x STAGGERED @ 8" O.C. UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION WR" SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL 1/2"=1'-0" 1\ % 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �— 10dx3" ZX1L W/ "I UQ A J.. NAIW CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN LX4 ffz Jrr Cd C N BEAM INTO LONG SPAN AS INDICATED ON BEAM SHEATHING PER BLOCKING @ 24" O.C. SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN WALL TO PRECAST STRAP IS NOT REQUIRED. w/ (2) 16d END NAILS EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND EACH END — 1/4" x 4" TAPCONS @ NAIL AS SHOWN (5) 10d 16d COMMON NAILS TO GABLE END STUDS 16" O.C. MAX. NAILS PER PLY (2) 1/4" X 3'/" SIMPS. SD� J Q/ i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL X N d 504 HEADER @ POCKET SLIDER EXT. BEAM PER PLAN HTS20 CLIP FROM SEE WALL CLIP DETAIL POST TO BEAM LINTELS PLAN VIEW @ TOP OF POST FOR MORE INFO . /ALL INFO`d PT POST PER PLAN LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN ABU POST BASE PER 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •a PLAN w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 5/8" THREADED ROD w/ TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r. NUT SET IN ADHESIVE SPACED EVENLY SEE FOUNDATION �. Qa , PLAN FOR ADDITIONAL u 9 INFO SIDE VIEW @ BASE OF POST SDS SCREWS @ 16" CDO CORNER COLUMN FRAMING 2x6 1/2"=1'-0" 1\ % 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �— 10dx3" ZX1L W/ "I UQ A J.. NAIW Lw, c -r V.4. W/ CA I, LX4 ffz Jrr Cd C N @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. 2x6 SYP #2 LEDGER. TO WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS — LINTEL w/ (2)ROWS OF '+ + (4) 12d NAILS EACH EACH END — 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. .; TRUSS MEMBER 16d COMMON NAILS TO GABLE END STUDS 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ (2) 1/4" X 3'/" SIMPS. SD� J Q/ i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL X N d 504 HEADER @ POCKET SLIDER TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL LAN FOR LINTELS TRUSS LINTELS FOR MORE INFO . /ALL INFO`d LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 12 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •a ,4 w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" w/ MIN. 2" EMBED. @ TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r. SPACED EVENLY SPACED EVENLY 24" O.C. (4) 10d NAILS FOR VERTICALLY VERTICALLY CONV. FRAMED SDS SCREWS @ 16" 0 2x6 O.C. MAX.; 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ ' C POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD — ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER BUILDER BUILDER 1/2"=1'-0" 1\ % 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �— 10dx3" Z 3/4"=1'-0" O Cd C N I - z IZ 2x6 SYP #2 LEDGER. TO co zA�g�" STUDS w/ (2) 1/4" X 4'/" LU W SIMPS. SDS SCREWS @ W -- 16" O.C. MAX.; � W W 16d COMMON NAILS TO GABLE END STUDS EXTERIOR WALL/TRUSS W (2) 1/4" X 3'/" SIMPS. SD� J Q/ a SCREWS @ 16" O.C. O ` 504 HEADER @ POCKET SLIDER MAX.; U) LU TO MASONRY w/ 2x6 PT Q 24" O.C.). IF MASONRY,0 SYP #2 LEDGER w/ (2) ` � 1/4" x 2 3/4" TAPCONS A' O IL 12 12" O.C. SEE PLAN ,4 SIMPSON H3 CLIP IT w/ MIN. 2" EMBED. @ 0} SHEATHING PER PLAN 2x4 SYP #2 LEDGER. o TO STUDS OR BEAM W/ 24" O.C. (4) 10d NAILS FOR (2) 1/4" X 4'/" SIMPS.7 J LL CONV. FRAMED SDS SCREWS @ 16" 0 MEMBERS ONLY O.C. MAX.; � TO GABLE END STUDS ' C w/ (2) 1/4" X 3'/z' 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 @112" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL WALL OR TRUSS, SEE 1/2"=1'-0" 1\ % 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �— 10dx3" )ISTANCE PER z TAIL D 0 Z @ 24" O.C. w/ EXT. O Cd C N I - z IZ NAILING SCHEDULE & co zA�g�" V LU W 10d x 3" OPP. SIDE W )ISTANCE PER z TAIL D 0 rrpp®`A� @ 24" O.C. w/ EXT. W rn M SHEATHING PER ♦ ¢Q".w C.0Y Cs NAILING SCHEDULE & co zA�g�" �� +� - J = - ROOF SHEATHING, -- � W W 16d COMMON NAILS - M W LLI J Q/ a U o O ` 504 HEADER @ POCKET SLIDER MEMBER, TYP. (MAX. U) LU Q 24" O.C.). IF MASONRY,0 ;W ` � % m O IL O USE (2) 1/4" TAPCONS 11 ,4 y� IT w/ MIN. 2" EMBED. @ 0} o 24" O.C. 0 J LL p�,�� rrpp®`A� @ 24" O.C. w/ EXT. W rn M SHEATHING PER ♦ ¢Q".w C.0Y Cs NAILING SCHEDULE & co zA�g�" �� +� C J = Z ROOF SHEATHING, �NF � W W 16d COMMON NAILS FASTEN PER PLANuJ co • �' " + :. °"`� LLI J Q/ a U o O ` 504 HEADER @ POCKET SLIDER MEMBER, TYP. (MAX. U) LU Q 24" O.C.). IF MASONRY,0 ;W ` � % m O IL 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN Lu g a s SHEATHING PER NAILING SCHEDULE & ` zA�g�" (4) 12d NAILS EACH 2x4 #2 SYP CONT. w/ (2) _ �NF � W W 16d COMMON NAILS I- EACH VERTICAL POCKET SGD o EA. STUD OR TRUSS a BUILDER O ` 504 HEADER @ POCKET SLIDER MEMBER, TYP. (MAX. U) LU 24" O.C.). IF MASONRY,0 z `". O USE (2) 1/4" TAPCONS 11 ,4 y� IT w/ MIN. 2" EMBED. @ 0} o 24" O.C. C) r 0 Q � ' C O TRUSS PER PLAN C � 0 Y U 0000 WOOD/MASONRY 04 WALL OR TRUSS, SEE U_ " 0 PLAN (TRUSS SHOWN) 0 ■�wII Q O W Z Z W �0 0 5 ---) Q02 co 3 0 H H 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN Lu g a s SHEATHING PER NAILING SCHEDULE & ` zA�g�" (4) 12d NAILS EACH TRUSS MEMBER �NF � W W 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD o ATTACHMENT BY a BUILDER 504 HEADER @ POCKET SLIDER 1/2"=1'-0" w 3/4"=1'-0" 1/2"=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. L F h 2x8 TO UNDER SIDE OF ROOF SHEATHING C L F 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) < 2x8 w/ (2) 10d NAILS @ EACH VERTICAL L 1/2"=1'-0" < i 994 i (n JCD Lu g a s J W zA�g�" s �NF � W W = J Z ~ W ZO o rnV a SD4 J s o a z O M 11 J r Z J 0 0W-1 C � 0 Y 0000 04 O W Z W �0 5 ---) Q02 3 0 H H ] ry Q a- u C STRUCTURAL ENG: CFG / BAD � DRAFTING: .......... -STRUCT: TNT QC CHECK CC L = JOB No. TM -2152534 u SCALE: AS INDICATED DATE: 07/06/2016 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL 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 LINTEL AS PER PLAN a LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS NOTE: ALL FLOOR PRE-ENGINEERED I KUSJ 61 KAI' - Jtt 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 CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER <� s x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAPp NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS » OVER TOP PLATE MIN. r (2) 2x SPF TOP .LATE OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO » 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR ` (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR SYSTEM INSTALL EXTERIOR SHEATHING LINTEL COURSE OR » \ HEADER SIZE & REQ'D � KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS 1/4" X 1 3/4" TITENS) " STRAP W/ (11) 10d TO EXTERIOR SHEATHING I SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN FROM TOP OF WALL UNDER COLUMN PLAN U.N.O. FRAMING PLAN FOR ABOVE CONNECTION INFO.. IF HEADER IS UPSET TO BOT. RIBBON, NAIL PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN I 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 AT EA. END NAILED TO PLATE W/ (2) 10d FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 10d TOENAILS. EXT. 14 NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x DBL. TOP PLATE NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING HDR. PER PLAN OR SIM IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x STUDS, SEE I REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS FRAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C.AT EA. END NAILED TO SPACING AND GRADE I INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d AND SEE ARCH PLAN I BEARING WALL PER JA A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN TO VERIFY SIZE PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. INT. FINISH PER PLAN AL COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING ' TOE NAILS AT EA. END SYSTEM INFO. x 2 1/4" TITENS; IF " SEPARATE SHEATHING 2x BOTTOM PLATE w/ PER BEARING WALL ; OF SILL MAX OPEN'G SCHEDULE FLOOR TRUSSES ARE UNDER WINDOW ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE (2) 12d AT 12" O.C. I _ " WIDTH 4'-0"). USE A35 3/4" FLOOR SHEATHING I 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR ATTACHED PER ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS NAILING SCHEDULE I ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' 2 -STORY WALL NAILS (2) SIMPSON LSTA18 (IF TITENS ARE NOT IN " FLOOR TRUSSES SEE I SECTION FOR MORE 2 SIMPSON META16 STRAPS CENTERED @ LINTEL COURSE OR PLAN FOR DEPTH AND O SIMPSON LSTA30 w/ INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d INTO FILLED CELL USE 2x TOP &BOT. NAILS (11) 10d TO STUDS DIRECTION REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) 'N RIBBONS, CONT. ABOVE PLATE U.N.O. s i FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR " FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ` FLUSH W/ FACE OF SCHEDULE NO MOISTURE INFORMATION MASONRY ATTACHED ATTACH 2x STUDS BARRIER (FELT PAPER PER NAILING W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiSO�TYPICAL TWO STORY COL. @GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 NAILING SCHEDULE SHEATHING PER PLAN BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE ATTACH PER NAILING 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, 48" O.C. W/ (2) 12d1 SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM @ SPACING AND GRADE TOP OF TOP PLATE TO TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 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 BEARING WALL PER 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.G. (2) 12d @ 12�� O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON MIN DOUBLE BOTTOM PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) PLATE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO 1/2" GYP. CLG BD OR Z SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP (2) 5/8" TYPE "X" WHEN A CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER r.. 3" O.C. WALL MASONRY WALL PER ° ( BOTTOM RIBBON SIMPSON META16 AT CANTILEVER BLOCKING w/ (4) 16d PLAN I SHEATHING TO PLAN I., MASONRY OR MTS12 OR (3) 16d TOENAILS BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPIER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED I KNEEWALL IOR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION fiSfTWO STORY PERP. FLOOR CONNECTION fi7Sf CANTILEVERED FLOOR TRUSS CONNECTION fiSfk FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. toy END VERTICAL (MIN. 2" FROM T&B) NOTE: ALL FLOOR TRUSSES TO BE P.T'. IF NO MOISTURE BARRIER (FELT PAPIER OR SIM) IS PROVIDED �I HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION 3/4"=1'-0" F�< \�s FFr SOLID SHEATHING @ p HEADER V5 SIMPSON SP4 w/ (6) 10d W x1-1/2" @ 24" O.C. (USE' SP6 @ 2x6 STUDS & � Q SP8 @ 2x8 STUDS) N Z (2) 2x SPF TOP PLATE O U.N.O. ON PLAN (� HEADER - SEE 2ND W FLOOR PLAN FOR MIN. W HEADER SIZE & REQ'D Ln JAMB STUDS w O (D Z IF HEADER IS UPSET j AND WINDOW IS m W LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. 01 HEADER OPENINGS LESS THAN 4FT:(1) 2x u_ Uj M co SILL PLATE w/ (2) 10d e`��{►1 ,111!/,�� TOENAILS. OPENING d��i�� Ui 00 LARGER THAN 4FT: (2) ••.'101 ,• .�ijj ®i� Y o 2x SILL PLATE w/ A35 = Z CLIPS EACH SIDE w/ 2xs ; < U CRIPPLES @ 16" O.C.=_ J w/ (2) 10d TOENAILS o ,\ <t ```�: .- LLi Q T&B (PLYWOOD 'Yi Q ° • fJ o Q SHEATHING REQ'D 1•r • ��a•° ` �e� O T&B ° ••°.°..• (G. * O� `00 LL J � i/1101{1{ - SEE FRAMING PLAN FOR FLOOR " CONNECTION U U M 0 FLOOR GRIDER OR BEAM u u 3/4"=1'-0" vvmir-mrmvvrii rvv CONCRTE SLAB LINTEL PER PLAN SEE WS10/SD5 FOR PERMITTEI ADDITIONAL INFO kq'LL i+ "t4 b � F01 TYPICAL BALCONY FRAMING NOT USED #16-1994 f 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 co i J Z j Q (D W O W 111111 I i r (D Z VI r J SOLID SHEATHING @ p HEADER V5 SIMPSON SP4 w/ (6) 10d W x1-1/2" @ 24" O.C. (USE' SP6 @ 2x6 STUDS & � Q SP8 @ 2x8 STUDS) N Z (2) 2x SPF TOP PLATE O U.N.O. ON PLAN (� HEADER - SEE 2ND W FLOOR PLAN FOR MIN. W HEADER SIZE & REQ'D Ln JAMB STUDS w O (D Z IF HEADER IS UPSET j AND WINDOW IS m W LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. 01 HEADER OPENINGS LESS THAN 4FT:(1) 2x u_ Uj M co SILL PLATE w/ (2) 10d e`��{►1 ,111!/,�� TOENAILS. OPENING d��i�� Ui 00 LARGER THAN 4FT: (2) ••.'101 ,• .�ijj ®i� Y o 2x SILL PLATE w/ A35 = Z CLIPS EACH SIDE w/ 2xs ; < U CRIPPLES @ 16" O.C.=_ J w/ (2) 10d TOENAILS o ,\ <t ```�: .- LLi Q T&B (PLYWOOD 'Yi Q ° • fJ o Q SHEATHING REQ'D 1•r • ��a•° ` �e� O T&B ° ••°.°..• (G. * O� `00 LL J � i/1101{1{ - SEE FRAMING PLAN FOR FLOOR " CONNECTION U U M 0 FLOOR GRIDER OR BEAM u u 3/4"=1'-0" vvmir-mrmvvrii rvv CONCRTE SLAB LINTEL PER PLAN SEE WS10/SD5 FOR PERMITTEI ADDITIONAL INFO kq'LL i+ "t4 b � F01 TYPICAL BALCONY FRAMING NOT USED #16-1994 f 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 co i J Z j Q (D W O W � I i r (D Z VI r J z O 0 as n O J f- 0 0 n W W 1 00 0000 O - rd N ) I SD5 Q z O M 11 � r VI r z 0 n O p� n C Q 1 00 0000 O - rd N � m O ~ W LL ..��.� ) � QO2 5 O 1-�F- 0- ) STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK: CC - JOB No. TM - 2152534 SCALE: AS INDICATED DATE: 07/06/2016 I SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d E SCHEDULE 2x BLOCKING W/ 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12 O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SII NAILING SCHEDULE BLOCKING w/ SIMPSON PLATE w/ 1/2" EPO (2) 2x4 #2 SYP 991 HUC24-2 EACH END, ANCHOR BOLT 01 BLOCKING w/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN EMBED. @ 32" O.0 NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY -� FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) META16 24" O.C. OR MASONRY WALL P OR WOOD WALL PER @ OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN .. CLIPS @ 24 O.C.) SECTION @ RAISED HEEL TRUSS fisi SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1'-0" 1/2"=V -0i" i— HANGER BY OTHERS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE LEDGER AT GIRDER NOT USED PLAN 7 7 ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILII TRUSS SCHEDULE IPRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" 1 JI FROM EA END - USE LCESS (3) SCREWS FOR 24" SIMPSON LUS26. Uc LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN IDRAWINGS� Lam_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) 1 -1/2"=l' -O" LEDGER Cad OPEN TO BELOW 3/4"=1'-0" LEDGER @ LOW ROOF 3/4"=1'-0.. EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL EXTERIOR SHEATHING —� TO BOTTOM PLATE PLATE W/ 1/2" EPDXY FROM TOP OF WALL W/ (1) ROW 8d NAILS ANCHOR BOLT OR TO BOTTOM OF SILL @ 3" O.C. J -BOLT W/ MIN. 7" PLATE ATTACH PER _ EMBEDMENT @ 32" NAILING SCHEDULE SHEATHING TO O.C. & 3" FROM EACH - ROOF SHEATHING END I ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS 1x PT NAILER AS REQ'D 0 SCHEDULE CONT. #5 IN TIE BEAM I W PRE-ENGINEERED EXT. FINISH PER I ARCHS 1 z TRUSS PER PLAN It 0 0 N F— PROVIDE 2x4 BRACE 2x6 #2 SYP CONT. 0 - TO EACH ADJACENT TO O IRECESS LEDGER W/ (2) Y4'x3-1/2" I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16 O.C. MAX. & 3 I TRUSS (TRUSS. TRUSS SHOP FROM EA. END - USE (3) (DRAWINGS- L_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ TRUSSES PER PLAN MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER �.T. USE O16d NAILS) WALL BRACING @ 48" Z LEDGER @ LOW ROOF 3/4"=1'-0.. EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL W TO BOTTOM PLATE PLATE W/ 1/2" EPDXY F— Q W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" DIAGONAL AS SHOWN. EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH - OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) Z W I 1x PT NAILER AS REQ'D 0 CONT. #5 IN TIE BEAM U) W 4' EXT. FINISH PER rY ARCHS 1 z F12� SECTION @ OPEN TO ABOVE 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 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 (2) 2x TOP PLATE (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN I & 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 <a : FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 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 (MIN.) �— 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x4 BLOCKS, (2) 16d W NAILS @ EACH END. PLATES U.N.O. F— Q BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF Q - SHEATHING TO 1 BLOCKS W/ 8d NAILS @ Z W I 6" O.C. 0 U) W 1 rY (5) 16d NAILS BRACE 1 z TO BLOCKING It 0 0 N F— PROVIDE 2x4 BRACE Z 0 - TO EACH ADJACENT TO O W DIAGONAL, FASTEN 0 TO DIAGONAL W/ (2) W U) 16d NAILS W 1 LID TRUSSES PER PLAN W O 1 U WALL BRACING @ 48" Z O.C. MAX. 45° FROM p HORIZONTAL (+/- 10°) 1 BRACE NOT REQUIRED m W 6' FROM EAVES. er ry F1 BRACING @ 2 STORY FRAME WALL "I J 1 111111 Uj 0) 0000 ��) .��.1.,, - LLj 00aeee e• •�,�✓ `�� J Z Q CU C (2) 2x SPF TOP ai �..a 0 J WQ *I. eeeeseeeee ®� O ca LL J Q U p W O V' o U e Z 0 r z° O 2 cri W , Q� U LL O Z 0 Q z a W CL Ld U) W U z Z < (D �-- W W LL O zLj U O off¢ O 1 SEE FOUND. PLAN FOR FTG. REQ. I I I = LlJ V J Z N J I— 0 O1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP LU O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER z MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < W W NAILS INTO HEADER X _ IF PORTIONS OF THIS WALL O ..� @)0SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM Uj OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z Q o 1 "=1'-0.. o p z (� r W Z J 0 I=- O OC _j 0 0000' 3: 04 o O J Z ...._ LU U © O V5 Q Fa- F- W 0 1 w co L1 - W X H STRUCTURAL ENG CFG / BAD (� DRAFTING: -STRUCT: TNT F3l)II h 'fzM J QC CHECK CC H JOB No. TM - 2152534 r z W SCALE: AS INDICATED h i W DATE: - --- - 07/06/2016 W 994 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. U 0 PLATES U.N.O. 1 (2) 2x HEADER SEE FLOOR PLAN I 1 1 1 FOR MORE INFO 1 1 1 1 1 1 1 I 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS ; 1 1 I BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 E D I I 1 1 PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 1 (2) 2x SPF TOP PLATES U.N.O. I I 1 1 1 1 1 1 I 1 (2) 2x HEADER 1 I 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 1 1 I SEE FLOOR PLAN FOR MORE INFO 1 I 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 1 1 1 1 1 1 A 1 WQ *I. eeeeseeeee ®� O ca LL J Q U p W O V' o U e Z 0 r z° O 2 cri W , Q� U LL O Z 0 Q z a W CL Ld U) W U z Z < (D �-- W W LL O zLj U O off¢ O 1 SEE FOUND. PLAN FOR FTG. REQ. I I I = LlJ V J Z N J I— 0 O1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP LU O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER z MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < W W NAILS INTO HEADER X _ IF PORTIONS OF THIS WALL O ..� @)0SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM Uj OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z Q o 1 "=1'-0.. o p z (� r W Z J 0 I=- O OC _j 0 0000' 3: 04 o O J Z ...._ LU U © O V5 Q Fa- F- W 0 1 w co L1 - W X H STRUCTURAL ENG CFG / BAD (� DRAFTING: -STRUCT: TNT F3l)II h 'fzM J QC CHECK CC H JOB No. TM - 2152534 r z W SCALE: AS INDICATED h i W DATE: - --- - 07/06/2016 W 994 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. U 0 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 FLOOR SYSTEM TO W OF LANDING W/ MIN. (6) 16d NAILS FROM Q LEDGER TO STUD PACK LINE UP 2xJOIST IN z 3 2X12 LINE WITH MIDDLE L STANDARD O 2x12 STRINGER TO BE STRINGERS W/UTILIZED AS BLOCKING W SIMPSON A35 / A34 a: CLIP TO FLOOR Z SYSTEM &LANDING 2xJOISTS @LANDING c 0 FRAMING @ 16"O.C. W/ SIMPSON N o A35 OR LUS26 HANGER z W z ON EACH SIDE c) 0o z LU 6" MIN. W 10 p O U 0 z (2) 2x BEAM PER 2xJOIST (P.T. IF = j SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO m END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ W Q W STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX.n1z U_ O TC BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z J TOENAILS EACH END @ roes 'ttrrrr a. v BUILT UP COLUMNS x 3 1/2" TITENS 16" "- LLi BELOW O.C. MAX. FOR ZD A—A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) M 10"MIN. L 0 000s SEE SCHEDULE FOR MAX WIDTH OF LANDING + , ••.• '• p� _j Z Q U MIN. 3 SYP O p J O 2x #2 u� W a U ©' p STUDS END d _ > " OF LANDINGDING W// MIN. (6) 3/4" PLYWOOD OR OSB Z SHEATHING OVER �» •• ° "'$ } SEE PLAN FOR DEPTH � • �� e� � Q � 16d NAILS FROM OF LANDING STAIR WINDER D ETAI L /� M tJi LANDING ATTACHED •°° . .••° O LEDGER TO STUD "� • •.... �eo PACK PER GENERAL FLOOR CONSTRUCTION ° � * pft'`®�� ` NOTES Q MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING U O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING W SYP #STAND2 ST RINGERS W/ TOENAILS EACH END IF MASONRYIWALLNG O GENERAL F OOR '''�" ATTACHED PER� CN SIMPSON A34 / A35 CONSTRUCTION p" CLIP TO FLOORg z NOTES U SYSTEM & LANDING ` _,, z 16" O.C. p o FRAMING UO g MAX @ ZQ a 0 BEAM END OF LU U_ LANDING PER `� o SCHEDULE w 4 Uj LU SEE PLAN FOR U y� MASONRY WALL OR aya WOOD WALL O ►�" C Q FSIMPSON A35 B B CONNECTIONS O Q co MASONRY WALL OR > O FRAME WALL BEYOND a a- (2) (2) 2x BEAM PER 2x JOIST (P.T. IF Ld SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT U Z STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/(3) 16d B -B CROSS SECTION OF BEAM TO LEDGER CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. �^ UW)TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" U) U) p as BUILT UP COLUMNS x 3 1/2" TITENS@ 16" BELOW O.C. MAX. FOR ca J 06STRINGERS TO BE < C� A—A PLAN VIEW ISO DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING �_ z� ffi SEE SCHEDULE FOR MAX WIDTH OF LANDING O Uj~ Z� (3) 16d TOENAILSI-- \ 602 NOT USED v 0 z a BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING � RISE OF STEPS AND 2x8 8'-0" MIN. TREAD DEPTH (2) 2x12 3/4" O.S.B. W/ 8d NAILS 6'-0" (1) 2x12 (1) 2x8 @ 3" O.C. TOP AND 4'-0" BOTTOM CHORD (3) 2x12 2x8 -JOIST PER FRAMING 11'4" (2) 2x12 PLAN W/ SQUASH 6'-0" (1) 2x12 (1) 2x8 BLOCK OR 4'4" BEAM/FLOOR TRUSS (3) 2x12 2x8 PER PLAN 10'-0" (2) 2x12 2x6 6'-0" PENDING LANDING \ 4'4" HEIGHT AND PLAN _ (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 WITHIN SUPPORT 7'-0" 9'-0" WALL COULD BE 2x6 5'-0" REQUIRED. SEE PLAN 2x12 STRINGERS ONE (3) 2x12 FOR REQUIRED ON EACH SIDE AND (2) 2x12 HEADER AND ONE @MID -SPAN A q 8'-0" SUPPORT A 2x6 T-0" INFORMATION. A34 @ EA. STRINGER ----� (3) 2x12 2x12 TO LANDING (2) 2x12 2x8 2x ATTACHED TO I I 7'-0" 2x JOIST (P.T. IF STRINGER I I I 5'-0" ATTACHING TO I I I I (2) 2x12 MASONRY WALL) CONT I I I (1) 2x12 (1) 2x8 LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I 2x8 TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I 2x6 x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR 2x4 #2 SPF STUDS STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAMI WALL SEE PLAN FOR LET -IN FASTEN TO 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 MIN. (3) 2x4 SPF #2 O DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING � (3) 2x12 2x8 8'-0" 12'4" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-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 (3) 2x12 2x8 8'-0" 11'4" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 T-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0"OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" STUDS W/ (2) 16d TOE BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rs`°01 GEN. STAIR AND LANDING FRAMING DETAILS(ST03 EQUALLY PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES 1'{ ," r `.' �w:<' / t „> 1 W p W � - SCALE: AS INDICATED DATE: 07/06/2016 (2) PLY BEAM TOGETHER USING (L MN NAILS AT 4" O.C.oc BEAM TO BEAR ON SUPPORT COLUMN W/ 16d TOENAILS SOLID J # 1 � _ � {� 0 O 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) W 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. = LU V21' 1- O SEE ARCH PLAN 2x4 CONT. TOP PLATE W I— MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z STUDS W/ (2) 16d TOE 0 W 2x4 #2 SPF STUDS X X NAILS X W @ 24 O.C. 2x4 SILL PLATE W/ (2) I GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, 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 0 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 (F'BC 5TH EDITION) z HANDRAIL NOTCH SILL PLATE p KNEEWALL FOR VERTICALUO NOTCH SILL AND PLYWOOD FLOORING a TO ALLOW VERTICAL 2x L -BRACE W/ 12d NAILS 2x6 VERTICAL AND TO SLIDE DOWN TO O Z Q @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING Q Z 0 M 2x4 CONT. TOP PLATE IA ATTACH 2x6 VERTICAL (ATTACH TOP PLATE Z 0 � T_ TO TRUSS W/ (3) Y4" x 3" TO STUDS W/ (2) 16d 3 1/2" 3 Z ~ SECTION X-XSDS DOUBLE TRUSS PARALLEL TO FLOOR WOOD SCREWS TOE NAILS W Z 0 N.T.S. EQUALLY 0 -� SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p Lis 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z FE Q ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O STUDS 2/ (2) 16d TOE STUDS W/(2)16d TOE 32" ATTACHED TO TRUSS 0 00 NAILS NAILS t BELOW (OTHERWISE �- 2 t W 2x4 #2 SPF STUDS @ SEE ARCH PLAN MAX. ATTACH W/ (2) 12d 'S N — IM 24" O.C. W/ (2) 12d 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) O0 O 0_11 Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ p W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d X X NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z V>- 13 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. O O 0 ACCOMMODATE 2x CONT. BRACE & 10d Fa 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING Q. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 XMaM ° ° ° O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS � STRUCTURAL ENG: CFG /BAD TO SLIDE DOWN TOF. I W/ (2) %"x3" SDS H �> DRAFTING: - _..__ ............. (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF SPACED & CENTERED -sTRUCT. TNT STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND -"" IN TRUSS U TO TRUSS W/ (3) Ya" x 3" L -BRACE @ 6'-0" O.C. & Q QC CHECK. -- CC - _ FLOOR BEAM CONDITION SDS WOOD SCREWS24t@ ANY OPENING k"`' F- JOB No. TM -2152534 FLOOR BEAM SEE t BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rs`°01 GEN. STAIR AND LANDING FRAMING DETAILS(ST03 EQUALLY PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES 1'{ ," r `.' �w:<' / t „> 1 W p W � - SCALE: AS INDICATED DATE: 07/06/2016 (2) PLY BEAM TOGETHER USING (L MN NAILS AT 4" O.C.oc BEAM TO BEAR ON SUPPORT COLUMN W/ 16d TOENAILS SOLID SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR # 1 � _ � 3/4"=1'-0" 4. (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. RECORD COPY 010 - 1 9 4 -Ls-1 SlL SP2crAC TER