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Home My WebLink About225 Big Spring Ter 15-2023 New construction SFHTHORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 51.15 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., 200 AMP SERVICE/PANEL BOX, RECE55ED CANS AT KITCHEN, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, I I. GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.G. RE51DENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 10 5 THORNBROOKE 40 s OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. DARLINGTON - REDRAW NOTES CEILING CONSTRUCTION: 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 2585 ELEVIR C SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2'010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2 AND A5TM C 1063. PROVIDE BOND jARAGE LEFT BREAK IN ACCORDANCE WITH 2010 F.B,C, RESIDENTIAL CODE R103.6.3 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE TNA AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. I TAYLOR MORRISON 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: 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 FINI5H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-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 PLAN REVISIONS DRAWING INDEX EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING 5HALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (8103.8). WINDOW INSTALLATION: 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. 05-21-15 CREATED LOT SPECIFIC PLAN FOR LOT 105 IN THORNBROOKE 40'5, ELEVATION "C", GARAGE LEFT W/ PLAN OPTIONS INCLUDING: DEN, 9 FT, POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, S FT. INTERIOR DOOR5 AT MAIN FLOOR, TRAY CEILING AT MA5TER SUITE, (6) CEILING FAN PRE -WIRE, (4) RECE55ED GAN LIGHTS AT MASTER SUITE, (4) RECE55ED CANS AT LOFT AND ADDITIONAL 51NK IN BATH 3. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS I XAMIN R 4.24 DATE aANFORD BUILDING CXVISIOIV 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 Bvl c." �'O _'x ' COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 • K ro w DWELLING /GARAGE OPENINGS: 1 - S /` B I NTE RF /\A CE P' /` N L/ 1 lL/'1 THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE66 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: i� PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS ASPHALT APPLICABLE): 5HINGLE5(IF L B 1 — UPPER FLOOR P V'l N NOTES 1, WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 89051.6.1 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) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT UPPER 2 B 2 — UPPER FLOOR P I /\L/"1 N DIMENSIONS COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE I OR TYPE II OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89051.1. 2C- INTERIOR ELEVATIONS, STAIR SECTION, DETAILS CHIMNEY HEIGHT REQUIREMENT5: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3 C 1 - FRONT ELEVATION TUB AND 5HOWER AREAS: 3 C2 SIDE ELEVATIONS ROOF PLAN BUILDING SECTION GEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288, 0I325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN L0 L fn SHOWER AREAS.) 30 - FLASHING DETAILS TERMITE PROTECTION: 4A — MAIN FLOOR ELECTRICAL PLAN I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL06E CONTAINING MATERIALS, IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, 4 B — UPPER FLOOR ELECTRICAL PLAN SHALL BE APPLIED INSIDE THE SLEEVE, 2. 2. PROTECTION AGAINST DECAY AND TERMITES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF PROTECTION A 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, I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 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 (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATHROOMS 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 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. ` EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE 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 "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED, 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, ATTENTION GENERAL CONTRACTOR / BUILDER: 165UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5I5ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 01-23-2015 (TMN) JOB NUMBER 25002.184 CAD FILE NAME LOT 105 ISSUED 05-21-15 AjWkWISED Z, F5, re = c 1 • K ro w to J r0 0 J i� vI 0NMM L > PJM Ln ° 0) LL 0121 c ' � J � O OiC00 FLL L0 L fn h 0 Z JOB NUMBER 25002.184 CAD FILE NAME LOT 105 ISSUED 05-21-15 AjWkWISED Z, F5, re = c 1 i� "(;(211 ---- I \ DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 T'EL 813. 925.1800 FAX WWW.E>AVISBEWS,COM TAMPA • DENVEFL- EST. 1994 F�— oimrirrrri • TI TLE • COVER SHEET GENERAL NOTES • SHEET • 111 52'-4" ELEVATION (-) 0.4" P -vr JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 05-21-15 THE FOUNDATION SYSTEM HAS BEEN REV — DE5I6NED U61% A MINIMUM 501L o BEARING CAPACITY OF 2000-P5F a W � 61 a fNeM b•�`4 � ��' � Lu PITCH ® ..' Ln c` " ° o I/8" / FT:— — -I F — — — -I � O x ca w 8" C.M.U. WALL ABV. ------ �8" C 0 U too OT v+ W L L L 00 0>0n% E0ic0 4 60 N 0) �Nm >:,J cm L °�• `� 0 � J T O �-r �rn 0cy r. o Z - a O oC P -vr JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 05-21-15 THE FOUNDATION SYSTEM HAS BEEN REV — DE5I6NED U61% A MINIMUM 501L o BEARING CAPACITY OF 2000-P5F a W � 61 a fNeM b•�`4 � ��' � Lu PITCH ® ..' Ln c` " ° o I/8" / FT:— — -I F — — — -I � O 8" C.M.U. WALL ABV. ------ �8" m C.M.U. WALL A5V. ---------- — � oC O oC = O -� LAV / 5' 6" Q o F� I N ' w� r — 1 W.C. I I� I Ap PAVERS - 4" P.V.C. 2 0 u _ — - 3/4" CONDENSATION TILE "' _ I � DRAIN BY PLUMBER SEAT SHOWE AIR HANDLER = ASV: RECESS I 6; LINES FROM 20' II" 2' I" I' 8" 31-101, I UPPER FLOOR d? 3"-0"x3-0" A/C �, I PAD (5EE MECH. I CONTRACTOR 28' 8" - I I'-9" 5'-1" 2'4" �? FOR LOC.) Z, i I u' 14'-6" 3/4" RECESS oO FOR ENTRY DR i �I I � .tea _ 411 P.V.C. i 2'-5" t8' -b.. i all 3/4" CONDENSATION BRAIN BY PLUMBER `" ' i -0" AIR HANDLER ALL SLAB ANGLES 2'-1" LINES FROM UPPER FLOOR µ ARE AT 45° (UN.O.) \ / \ , i PAVER DRIVE / LEADWALK REFERENCE ELEVATION Lu o PROVIDE WATER \\\\ , PITCH LINE FOR ICE MAKER CJ. TO BRAIN i C.J. Q -------- ------------------�---------------------- l o 3' 6° AA C) I 1 — 7� SLAB i 362 LA` / \ II OF REF. d PITCH L_�V i I/8" / FT. t 31'-10" 9 I 3 9 20 -0 0 8 G.G. VERIFY ACRYLIC 8 8.. ON LANAI I I 50 GAL. W.N. n. 8.. W. H. 1'-4" 65'-4" AsDAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OLDSMW FLORMA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W WnAVI.SBEWS.COM TAMPA • DENVER � EST. 1994 C)Now w Nr16%/O n � TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE ' INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES Ln G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE>= 0 2585 'r7� a§> 6r D • TITLE • SLAB INTERFACE PLAN 6 # 15– v..2 0 2 3• SLAB INTERFACE PLAN GARAGE LEFT � O m � � oC O oC = O TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE ' INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES Ln G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE>= 0 2585 'r7� a§> 6r D • TITLE • SLAB INTERFACE PLAN 6 # 15– v..2 0 2 3• SLAB INTERFACE PLAN GARAGE LEFT r — — — -i r----_1 I34"x3.0" A/C I 13'-0`x3-0`A/CI IPAD (SEE MECA IPAD (SEE MEC41. ICONTRACTOR I ICONTRACTOR I FOR LOC.)— FOR LOG.)— o � � w • JOB NUMBER 25002.184 • _ CAD FILE NAME LOT 105 ISSUED 05-21-15 REVISED HANSEN BOXFLAT HEADER DIRECT VENT DRYER AT 8-0 A.FF, v LnAIR HANDLER BELOW PRECAST THRU EXT. WALL TEXTURED FOAM T.O.M. TEMP, GL. ENCL. LINTEL --\13 TEMP. SH. 26 SH. LINE OF 9 -4 LINES FROM DRY5TAGK H.B. ON 42" H. LOW WALL UPPER FLOOR BANDING ITYP.) • • -- „� Z HD. AT 8 0 HD. AT 8 0 l SEE ELEVATION) LEDGE5TONEZL -V o Li " ° 0 2 5 5H. 0 20" H. TILE �� r 1 SN. -) r — — -I W.C. PED. LAV. — --- O SEAT Cl I OPT.— TI I OPT. I AV ,� e — LWASHER J LDRYER — — — — — — — -� T,OM. e. 1- 8-0 TILE TEMP. GL. ENGL. PAVERS F BFD SHOWER ON 42" H. LOW W AFF. ATTENTION TRU55 MANUF,. I 1, 24 GL. a PWDR a DEN FLUSH FRAME TRAY CLG. IN MASTER CPT. TILE 8x8, a; SUITE IS DOWN -FRAMED ( UTIL. 9 4 ; l l -4 x10 -6 TO FURRING 1 FLAT HEADER M. BATH 9'-411 LL, cLG. __j 9'-4" FLAT CLG. ENTRY I AT 8'-0 AFF: GLG. I I CLG. 9'-4" '� a CLG. CLG. c° ` 9'-4" PLT. HT. 246-0 �, 0 T.O.M. LINE OF MASTER SUITE BFD M.c. V-4" ��m gymCL + � 9' 4" DRYSracK 16'-0'x14'-4" 1 CLG. \gym a AFF. LEDGESTONE 9'-4" TRAY CLG. I I 9' 4" CLG,In 6x8 -p AIR HANDLER \� c FLAT HDR. LINES FROM °� FOYER DAVIS BEWS AT 4'-4" UPPER FLOOR �� 9'-4" INSULATE DESIGN GROUP CLG. I oZ 5EE SECTION 2x6 WALL --\,., �� o x8 L FLAT CLG. WALLS LINE OF SECOND i — — — _ —' :.� ._._. _..... _ 150 srA-1-E s-rn.Etrr Ensr a 19' 4" I Sl SLOPING I 2 S OR 9' 4" ARCH FROM 5 5H. 6_4" FLAT CLG. — e 1 8' 0" TO 8' 8" BARREL ARCH FLOOR ABY. I a1>XWAR, FLORIDA 34677 1 GLG. CLG. I I VO UME CLG. 813.925. 1300 TEL 8.8 FLAT GLG. FLUSH FRAME FROM 8'-0" �/ 813. 925 .1800 FAX ----J a \ TO FURRING � R/S I UP \ \ TO 8'-8" / / I WWWDAVSBEW&COM 0STAIR DATA \ \ I TAMPA • DEIWER 18 RISERS AT \ LINE OF SECOND I PAVER DRIVE / z� EST.1994 OPENINGT.OM. 0 UNDER I 42" H. 138" EACH ARCH FROM \ FLOOR ABV, I LEADWALK 9 4 9 4 I LOW WALL 10.00" TREADS CPT,_ TILE 8 0 TO 8 8 \ a �� STAIRS AFF. I \ \ sC INSULATE — 1 �aBOVE II 11 W �,y�, �I1 1I GARAGE I 1 * * * 2 STORY 91 4� �I 1 1 I 20'-O"x20'—o" Q G.C. VERIFY a AGRYLIG G.G. VERIFY 6-0" H. \ �— ON LANAI CLG INTERIOR DOORS . 1 GLC. �, I I I 0-I AA 9'-4' PLT. HT. o � 1 AT MAIN FLOOR 1 — I 11 zw I 3G2 1 * * * * FAMILY ROOM ARCH FROM ► DINING I \ / a KITCHEN I' <L_J LANAIo 19 -6 x14'- 0 a'-011 TO 8 -8 ( 10'-6"x14'-0" I \ 9'-4" FLAT CLG. °C32 -STORY VOLUME A 9'-4" FLAT CLG. I INSULATE I 9'-8"x14'-4" 6i 1 2C i U WALLS a a 1 9'-4" PLT. HT. 6 LINE OF SECOND I w I O I �p 1 FLOOR ABV, ---,_y 1 � 1 0 1 1 o W RANGE T,OM, ( Cz i W/ HOOD 50 GAL. W.N. BOTT. OF LINTEL 9' 4.. I _" I I L — — — — — — — - T.O.M. AT 8 0 A.F.F. d i3 i J W.H. 9' 4.. REFER TO SHEET 2A2 — — — — — — — — O.H.C. 0 O D.N.G. AFF. FOR MAIN FLOOR PLAN DIMENSIONS /� T.O.M. T.O.M. T.O.M. 2 - 26 SH. T.O.M. TDM. N.B. LINE OF 9' 4" 9' 4.. 9' 4" Hp. AT 8' 0" 9' 4" 9'-4" DRYSTAGK AFF. AFF. AFF. LEDGESTONE 0M W Invo 0 O 2582 S.F. TYPICAL MASONRY 455 S.F. x ro WINDOW SCHEDULE ENTRI' 71 S.F. J LO rLO0 3241 S.F. OJ IS 21" 31" 53.. 60 N WINDOW CALL -OUTS �ON�i��i V ? PJM 26" 12 5H 1/2 32 5H 00 32 5H Lu o�� >E0.I [L �rn :15 L- �� N a+ p . fp ON = 39" 06u) Z z L V 13 5H 1/2 33 5H 23 5H 33 5H • JOB NUMBER 25002.184 • _ CAD FILE NAME LOT 105 ISSUED 05-21-15 REVISED HANSEN BOXFLAT HEADER DIRECT VENT DRYER AT 8-0 A.FF, v LnAIR HANDLER BELOW PRECAST THRU EXT. WALL TEXTURED FOAM T.O.M. TEMP, GL. ENCL. LINTEL --\13 TEMP. SH. 26 SH. LINE OF 9 -4 LINES FROM DRY5TAGK H.B. ON 42" H. LOW WALL UPPER FLOOR BANDING ITYP.) • • -- „� Z HD. AT 8 0 HD. AT 8 0 l SEE ELEVATION) LEDGE5TONEZL -V o Li " ° 0 2 5 5H. 0 20" H. TILE �� r 1 SN. -) r — — -I W.C. PED. LAV. — --- O SEAT Cl I OPT.— TI I OPT. I AV ,� e — LWASHER J LDRYER — — — — — — — -� T,OM. e. 1- 8-0 TILE TEMP. GL. ENGL. PAVERS F BFD SHOWER ON 42" H. LOW W AFF. ATTENTION TRU55 MANUF,. I 1, 24 GL. a PWDR a DEN FLUSH FRAME TRAY CLG. IN MASTER CPT. TILE 8x8, a; SUITE IS DOWN -FRAMED ( UTIL. 9 4 ; l l -4 x10 -6 TO FURRING 1 FLAT HEADER M. BATH 9'-411 LL, cLG. __j 9'-4" FLAT CLG. ENTRY I AT 8'-0 AFF: GLG. I I CLG. 9'-4" '� a CLG. CLG. c° ` 9'-4" PLT. HT. 246-0 �, 0 T.O.M. LINE OF MASTER SUITE BFD M.c. V-4" ��m gymCL + � 9' 4" DRYSracK 16'-0'x14'-4" 1 CLG. \gym a AFF. LEDGESTONE 9'-4" TRAY CLG. I I 9' 4" CLG,In 6x8 -p AIR HANDLER \� c FLAT HDR. LINES FROM °� FOYER DAVIS BEWS AT 4'-4" UPPER FLOOR �� 9'-4" INSULATE DESIGN GROUP CLG. I oZ 5EE SECTION 2x6 WALL --\,., �� o x8 L FLAT CLG. WALLS LINE OF SECOND i — — — _ —' :.� ._._. _..... _ 150 srA-1-E s-rn.Etrr Ensr a 19' 4" I Sl SLOPING I 2 S OR 9' 4" ARCH FROM 5 5H. 6_4" FLAT CLG. — e 1 8' 0" TO 8' 8" BARREL ARCH FLOOR ABY. I a1>XWAR, FLORIDA 34677 1 GLG. CLG. I I VO UME CLG. 813.925. 1300 TEL 8.8 FLAT GLG. FLUSH FRAME FROM 8'-0" �/ 813. 925 .1800 FAX ----J a \ TO FURRING � R/S I UP \ \ TO 8'-8" / / I WWWDAVSBEW&COM 0STAIR DATA \ \ I TAMPA • DEIWER 18 RISERS AT \ LINE OF SECOND I PAVER DRIVE / z� EST.1994 OPENINGT.OM. 0 UNDER I 42" H. 138" EACH ARCH FROM \ FLOOR ABV, I LEADWALK 9 4 9 4 I LOW WALL 10.00" TREADS CPT,_ TILE 8 0 TO 8 8 \ a �� STAIRS AFF. I \ \ sC INSULATE — 1 �aBOVE II 11 W �,y�, �I1 1I GARAGE I 1 * * * 2 STORY 91 4� �I 1 1 I 20'-O"x20'—o" Q G.C. VERIFY a AGRYLIG G.G. VERIFY 6-0" H. \ �— ON LANAI CLG INTERIOR DOORS . 1 GLC. �, I I I 0-I AA 9'-4' PLT. HT. o � 1 AT MAIN FLOOR 1 — I 11 zw I 3G2 1 * * * * FAMILY ROOM ARCH FROM ► DINING I \ / a KITCHEN I' <L_J LANAIo 19 -6 x14'- 0 a'-011 TO 8 -8 ( 10'-6"x14'-0" I \ 9'-4" FLAT CLG. °C32 -STORY VOLUME A 9'-4" FLAT CLG. I INSULATE I 9'-8"x14'-4" 6i 1 2C i U WALLS a a 1 9'-4" PLT. HT. 6 LINE OF SECOND I w I O I �p 1 FLOOR ABV, ---,_y 1 � 1 0 1 1 o W RANGE T,OM, ( Cz i W/ HOOD 50 GAL. W.N. BOTT. OF LINTEL 9' 4.. I _" I I L — — — — — — — - T.O.M. AT 8 0 A.F.F. d i3 i J W.H. 9' 4.. REFER TO SHEET 2A2 — — — — — — — — O.H.C. 0 O D.N.G. AFF. FOR MAIN FLOOR PLAN DIMENSIONS /� T.O.M. T.O.M. T.O.M. 2 - 26 SH. T.O.M. TDM. N.B. LINE OF 9' 4" 9' 4.. 9' 4" Hp. AT 8' 0" 9' 4" 9'-4" DRYSTAGK AFF. AFF. AFF. LEDGESTONE 0M W Invo 0 O 1 Ln ISL CD 0 TmmiJ 15 2 0 2'3 >= HATCHING LEGEND a `)u:7/7 F INSULATE WALL ® SJF-'0RD 0 <_ O<4 ) F, TOTAL L 11/ING 2582 S.F. TYPICAL MASONRY 455 S.F. LANAI WINDOW SCHEDULE ENTRI' 71 S.F. WINDOW WIDTHS 3241 S.F. 20" 21" 31" 53.. WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5H 32 5H Lu = 39" 13 5H 1/2 33 5H 23 5H 33 5H J � 0 51" 14 5H 1/2 34 55 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 12" 16 5H 1/2 36 5H 26 5H 36 5H C.G. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, Lu Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER F_MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG -5H, GA5EMENT- C511T, OR FIXED GLA55- F.G) 1 Ln ISL CD 0 TmmiJ 15 2 0 2'3 >= HATCHING LEGEND a `)u:7/7 F INSULATE WALL ® SJF-'0RD 0 <_ O<4 ) F, TOTAL L 11/ING 2582 S.F. r3ARAGsE 455 S.F. LANAI 13s S.P. ENTRI' 71 S.F. TOTAL 50, FT. 3241 S.F. MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT 2585 • TI TLE MAIN FLOOR PLAN NOTES • SHEET • REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 0111111111111111111 1 r— L — Ell 151_0" i x ro w i 6l OrLoo J �, N' 0 rn cli 4, . T M O�L A. n 6 0 0 V'L �O> _ �}�N 0.- 0 .—o Z520 ISSUED 05-21-15 r R VISED a[1 '•® U3 bj�p�qq.►;►� El ty z M 3 _-all 151_0" w O O Z N n I'-4" 1 29'-m" 9 Wiroill 65'-4" 9 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 1'-0 GARAGE LEFT • TITLE MAIN FLOOR PLAN DIMENSIONS II 2A2 x ro w CAD FILE NAME LOT 105 0 ♦Acon V, ` `r 0C 0 3�E �+ OrLoo J �, N' 0 rn cli 4, . T M O�L A. n 6 0 0 V'L �O> _ �}�N 0.- 0 .—o Z520 ISSUED 05-21-15 R VISED w O O Z N n I'-4" 1 29'-m" 9 Wiroill 65'-4" 9 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 1'-0 GARAGE LEFT • TITLE MAIN FLOOR PLAN DIMENSIONS II 2A2 ,LOB NUMBER 25002.184 CAD FILE NAME LOT 105 1'-8" 4" ISSUED 05-21-15 R VISED '•® U3 bj�p�qq.►;►� El ty z M 3 _-all va 0o I a M .� 2'-4 VIP o tl, I \ � I h y DAVIS BEWS DESIGN GROW 4 I 150 STATE STREET EAST \ OLDM&&K FLORIDA 34677 813.925.1300 TEL i I 813. 925 .1800 FAX W W W.DAVISBEWS.COM ZN-1" I TAMPA • DENVER EST. 1994 o. II 11 I1 /I L_ V J GARAGE w O O Z N n I'-4" 1 29'-m" 9 Wiroill 65'-4" 9 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 1'-0 GARAGE LEFT • TITLE MAIN FLOOR PLAN DIMENSIONS II 2A2 01 =F�_ �Q �o BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. r 2x4 FRAME WALL I' I.L PROVIDE 2030 TEMP. SH. PAN AND DRAIN HD. AT T-8" UNDER A.N.U. E1x1 BATH 2 CPT.CLG. WC, 0 F—__1 Xa d CLG DO 2-6x6-8 FLUSH FRAME TO FURRING BELOW 42" H. LOW WALL /OPEN To BELO; FLUSH FRAME TO FURRING BELOW 24" H. A/C PLATFORM 0 W.G. LAV. LAY, BATH 3 o g BEDROOM cLG. 4 13'-6"x11'-0" 9'-0" FLAT CLG. U GLG. PROVIDE 42" H. LOW WALL 2x 2x4 FRAME FRAME WALL WALL 42" H. LOW WALL PAN AND DRAIN AH11 2-6x6-8UNDER ... 5-0x6-8 I DESIGN GPOVP BFI)A-1 ..... 1 a, TATE STR= EASTN I O � SLDSMMR, MORMA 34677 A.N. 813.925.1300 TEL LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. 2 - 3050 5H. HD. AT T-8" R/S I • JOB NUMBER 25002.184 • . C x la w WINDOW SCHEDULE U00 TAMPA •DENVER O J 24" ISSUED 05-21-15 9 N' CLG, to 0N�(h 2-46A/ � BFp V J ^AA I 3C2 L � rf (D BEDROOM 3 PJM 1818 F.G. a •� 3018 F.G. j) iL • 1 c0 I 0 0 =Tr• 6 J V �.i 1 0 :� c 0 8 3�E L=row :: ® .c, • � � .. N r o�T 1820 F.G. 2020 F.G. � -w �� roN 4 0� 0 Z 7)IN � % ti •O fir �� a w � � ..J 2-6x6-8UNDER ... 5-0x6-8 I DESIGN GPOVP BFI)A-1 ..... 1 a, TATE STR= EASTN I O � SLDSMMR, MORMA 34677 A.N. 813.925.1300 TEL LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. 2 - 3050 5H. HD. AT T-8" R/S I • JOB NUMBER 25002.184 • — R/5 � WINDOW SCHEDULE CAD FILE NAME LOT 105 TAMPA •DENVER EST. 1994�- 24" H. A/G �yf�,� �I 9 m I I� PLATFORM al CLG. 24" ISSUED 05-21-15 9 F— CLG, 2 2-46A/ � BFp V J ^AA I 3C2 L � rf (D BEDROOM 3 1818 F.G. a •� 3018 F.G. 4018 F.G. 1 c0 I eQ� I mn� I �.i 1 e O 6 8 3050 5H. :: ® .c, • � � .. N HD, AT T-8' * EGRE55 1820 F.G. 2020 F.G. � -w — — — — T7_—.. '— � % ti •O fir �� a w � � ..J — � 0 36" 1830 5H 2030 5H 3030 5H 4030 5H 'MRIS 48" 0 1840 5H 2040 5H 3040 5H 4040 5H �e z Q I' NIL V. 60" 3: I �� 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H ;k G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, cn w )S�x F_MANUFACTURER AND 5PECIFICATION5. - z I \ I U5ED 151NGLE HUNG -5H, CA5EMENT- CSMT, OR FIXED GLA55- F.G.) \ 1 \ -1 \ — — — — — — — ----------------- DAVIS BEWS 2-6x6-8UNDER ... 5-0x6-8 I DESIGN GPOVP BFI)A-1 ..... 1 a, TATE STR= EASTN I O � SLDSMMR, MORMA 34677 A.N. 813.925.1300 TEL LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. 2 - 3050 5H. HD. AT T-8" R/S I 813.925.1800 FAX WWW.DAVISBEWS.COM — R/5 � WINDOW SCHEDULE WINDOW WIDTHS TAMPA •DENVER EST. 1994�- 24" H. A/G �yf�,� �I 9 m I I� PLATFORM al CLG. 24" 36" 9 F— CLG, 2 2-46A/ � BFp V J ^AA I 3C2 Q (D BEDROOM 3 1818 F.G. 12'-6"x11'-0" 9'-0" FLAT CLG. 3018 F.G. 4018 F.G. 1 c0 I eQ� I mn� I 1 a I --------------------------� = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. a w L.D N� UPPER FLOOR PLAN NOTES SCALE: I/4" - 1'-0" GARAGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS s 20" 24" 36" 48". F— WINDOW CALL -OUTS - 2 (D 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. Lu = 24" 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" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H ;k G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, cn w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER F_MANUFACTURER AND 5PECIFICATION5. - z REFER TO FLOOR PLANS FOR 5TYLE of WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- CSMT, OR FIXED GLA55- F.G.) L.D N� UPPER FLOOR PLAN NOTES SCALE: I/4" - 1'-0" GARAGE LEFT DAVISFA BEWS DESIGN GROUP 150 STATE STR.E.E.T FAST OLDSMAI , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�� o'°+. A N, S dry r #15 2 0 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT X l6 w. JOB NUMBER 25002.184 0 �. L 0 0 42 U r0. CMN/ n N co , r dco a LL DJ�n 0= CO L N 0 0 .� f0 C0 Z Y L I I DAVISFA BEWS DESIGN GROUP 150 STATE STR.E.E.T FAST OLDSMAI , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�� o'°+. A N, S dry r #15 2 0 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 25002.184 CAD FILE NAME LOT 105 SUED 05-21-15 - ®LiJ � ''&o• � �, ® LMWIN � c, N M CV � AFM DAVISFA BEWS DESIGN GROUP 150 STATE STR.E.E.T FAST OLDSMAI , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�� o'°+. A N, S dry r #15 2 0 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT 5TAIR NOTE5: RAILING BALU5TER5 5HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS 5HALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRA5PABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA y yy yy UNDER -STAIR PROTECTION �c ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL06ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 8302.1 • • JOB NUMBER 25002.184 W u ) • x ro w IS1-15 o I FAMILY ROOM 0 ° OPT. 8" TRAY CLG. z lmI N1 0 N IN MASTER SUITE (moi) HEAD CLEARANCE �. >;JM LOW WALL '(TYP.) `L. FLOOR 5Y5TEM ' V 00 ro _Jo OO 5Y5TEM / _O�c �.c 08) s'*_'cy o —I I" NOSING u (TYP.) � co lcc� r; G � ZL0 LL— b STORAGE 150 STATE STREET EAST OLDSMAR, MOMA 34677 UNDER -STAIR PROTECTION �c ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL06ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 8302.1 4211 H. 3(o" H. CONTINUOUS JOB NUMBER 25002.184 W u ) CAD FILE NAME LOT 105 LOW WALL GRA5PABLE 3/4" PLYWD;--\ IS1-15 I FAMILY ROOM RAILING DECKING OPT. 8" TRAY CLG. z lmI LY s BEAM LINE OF V-811 MIN, BEAM IN MASTER SUITE FLOOR HEAD CLEARANCE LOW WALL '(TYP.) FLOOR 5Y5TEM M 5Y5TEM / —I I" NOSING u (TYP.) DAVIS BEWS DESIGN GROVP b STORAGE 150 STATE STREET EAST OLDSMAR, MOMA 34677 813. 925.1300 TEL. 813. 925.1800 FAX WWWnAV6SBEWS.00M n, 2x TREADS AND 6TAIR5 TAMPA • DENVER EST. 1994 Ix RISERS (TYP.) N UNDER -STAIR PROTECTION �c ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL06ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 8302.1 4211 H. 3(o" H. CONTINUOUS W u ) ZZ LOW WALL GRA5PABLE 3/4" PLYWD;--\ I FAMILY ROOM RAILING DECKING OPT. 8" TRAY CLG. z lmI BEAM LINE OF V-811 MIN, BEAM IN MASTER SUITE FLOOR HEAD CLEARANCE LOW WALL '(TYP.) FLOOR 5Y5TEM M 5Y5TEM / UNDER -STAIR PROTECTION �c ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL06ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 8302.1 ZZ OPEN TO I FAMILY ROOM d- 42" H. 10.00 2x 5TRINGER5 - LOW WALL '(TYP.) M —I I" NOSING u (TYP.) b STORAGE e X UNDER a n, 2x TREADS AND 6TAIR5 Ix RISERS (TYP.) N UNDER -STAIR PROTECTION �c ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL06ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 8302.1 0 Ln O 11 TREADS AT 10,00" EACH TYP. . ARCHWAY ASCALE: 1/4" = I'-011 STAIR SECTION " II O scaLE: I/4 = r -m 2585 N. 6 2 PLAN DETAILS SCALE: 1/411 - 1'-0" GARAGE LEFT OPEN TO FAMILY ROOM d- 0 Ln O 11 TREADS AT 10,00" EACH TYP. . ARCHWAY ASCALE: 1/4" = I'-011 STAIR SECTION " II O scaLE: I/4 = r -m 2585 N. 6 2 PLAN DETAILS SCALE: 1/411 - 1'-0" GARAGE LEFT 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING oc ac AND SAND FINISHED KEYSTONES (WHERE Lu APPLICABLE) IF THICKNE55 15 TO BE Lu n DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT —Ik THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICAT0 TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS T0, BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A57M C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE'. FIN15HED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.G. 2010 RE51DENTIAL CODE 86123 8" BANDING--\ G.G. VERIFY - ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE 12 /SHINGLE 12 ro ROOF �6 ZSNINGLE a6 G . VERIFY 12 ROOF ALUMINUM OVER a6 2x6 SUB FASCIA (TYPICAL) PLT. NT. _ W. x 5'-0" H. 15TUGGO SDECORATIVE FIN15H FIN15H FIXED SHUTTERS 7 EQ. EQ. 7 Elm 6 12 6�NINN P Q6 4" BANDING /` ROOF 7 SECOND F.F. LINE ^( — \ 811 BANDING 8" BANDING TOM. SET BOTT. OF 2' 0" W. x 2'-6" H. DECORATIVE COR5EI SAND AT TD11, DECORATIVE FIXED SHUTTERS (SEE DETAIL) (TYP.) 8�� BANDING 4" BANDING 2" RAISED FOAM (TYP.) 7-1 El 7-17-17-17-1BANDING P-8„ (SEE DETAIL) `A d 5Q. 4" SANDING '- 6" SANDING o w- [71 ElOD7-1171171171 DED E6TO LEDGESTONE _ - (TYP.) MAIN F.F. LINE 4" SANDING GRADE LINE DOOR SURROUND (ASSUMED) FRONT ELEVATION SCALE: 1/4" = 14" PLT, NT, x � N 4" BANDING V r 0 I a,�IIiIB -21-15 (TYP.) 0 J ho) 1'-4" W. x 5'-0" H. 1 DECORATIVE N M FIXED SHUTTERS 0 , c` r- Ln >•;JM 4" BANDING `L. °�. (TYP.) 00 %V ICD J 0 q4A SECOND F.F. LINE 8i c 0 d Wild t `p T.D.M. N 0 . t0 DECORATIVE CORBEL (SEE DETAIL)(TYPJ - TEXTURED -� FINISH d- 6" BANDING DRY5TACK LEDGE5TON� (TYP.) MAIN F.F. LINE _ GRADE LINE� (ASSUMED) G.G. VERIFY - ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE 12 /SHINGLE 12 ro ROOF �6 ZSNINGLE a6 G . VERIFY 12 ROOF ALUMINUM OVER a6 2x6 SUB FASCIA (TYPICAL) PLT. NT. _ W. x 5'-0" H. 15TUGGO SDECORATIVE FIN15H FIN15H FIXED SHUTTERS 7 EQ. EQ. 7 Elm 6 12 6�NINN P Q6 4" BANDING /` ROOF 7 SECOND F.F. LINE ^( — \ 811 BANDING 8" BANDING TOM. SET BOTT. OF 2' 0" W. x 2'-6" H. DECORATIVE COR5EI SAND AT TD11, DECORATIVE FIXED SHUTTERS (SEE DETAIL) (TYP.) 8�� BANDING 4" BANDING 2" RAISED FOAM (TYP.) 7-1 El 7-17-17-17-1BANDING P-8„ (SEE DETAIL) `A d 5Q. 4" SANDING '- 6" SANDING o w- [71 ElOD7-1171171171 DED E6TO LEDGESTONE _ - (TYP.) MAIN F.F. LINE 4" SANDING GRADE LINE DOOR SURROUND (ASSUMED) FRONT ELEVATION SCALE: 1/4" = 14" 'j O)L DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDM4AR, FLORIDA 34677 813. 925. 1300 TEL. 813 _ 92S .1800 FAX W W W.DAVISBEWS.COM � 1I��i��.� .►�j��al1 � EST. 1994 � — V rr.. Q O o0z rl PM=4 0O Lr) O 0 >n0 2585 • TI TLE • FRONT ELEVATION 8U �i:) DETAILS 1 2f12;i ELEVATION "C" GARAGE LEFT x � N • JOB NUMBER 25002.184 • V r 0 I a,�IIiIB -21-15 0 J ho) 1 N M +� 0 , c` Ln >•;JM `L. °�. 00 %V ICD J 0 q4A Si Zi 8i c 0 d Wild t N 0 . t0 �t`J�0 o�}� 'j O)L DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDM4AR, FLORIDA 34677 813. 925. 1300 TEL. 813 _ 92S .1800 FAX W W W.DAVISBEWS.COM � 1I��i��.� .►�j��al1 � EST. 1994 � — V rr.. Q O o0z rl PM=4 0O Lr) O 0 >n0 2585 • TI TLE • FRONT ELEVATION 8U �i:) DETAILS 1 2f12;i ELEVATION "C" GARAGE LEFT • JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 I a,�IIiIB -21-15 1 +� Ln c` q4A Si Zi d Wild 'j O)L DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDM4AR, FLORIDA 34677 813. 925. 1300 TEL. 813 _ 92S .1800 FAX W W W.DAVISBEWS.COM � 1I��i��.� .►�j��al1 � EST. 1994 � — V rr.. Q O o0z rl PM=4 0O Lr) O 0 >n0 2585 • TI TLE • FRONT ELEVATION 8U �i:) DETAILS 1 2f12;i ELEVATION "C" GARAGE LEFT LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 33.25 SQ. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER I I I I N1 I 4:12 I I I I I I I 1 I I ----------- - � 6_12_ I I � I � I yA 1A 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNESS J, OF ALL RAISED TEXTURED FINISH BANDING pe AND SAND FINISHED KEYSTONES (WHERE x APPLICABLE) IF THICKNESS 15 TO BE Q DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT :` H __� * * * * * * * * THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATIO1 TO BE PER 2010 F.5.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.6.2. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" ROOF PLAN. SCALE 1/8" - 1'-0" CLEAR OPENING PEIGPT3 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C. 2010 RESIDENTIAL CODE R612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 v op REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 REQUIREMENTS FOR ROOF TRU55R 6� Q6 GIRDER TRu55 PITCHES 4:12 AND UNDER ROOF TRUSSES * * * * * 6� AT 24" O.C. Q6 (TYPICAL) /2-5TORY VOLUME 7 FT BR. 3 0 0 12 � ROOF TRUSSES 4 D _ ❑ ❑ ❑ ❑ ❑ ❑ AT 24" Q.G. - FLOOR SYSTEM (TYPICAL) BEAM CONC.-/❑ O b- � ❑ ❑ ❑ ❑ ❑ LINTEL LANAI FAMILY D O D O D D T. GARAGE SECTION AA SCALE: I/8" = I'-0" SHINGLE ROOF .6: 12Z 01 Q 6 6_12 i CAD FILE NAME LOT 105 UPPER ROOF ROOF I PLT, HL I VENT REQUIREMENTS M a� N w , STUCCO 0 co LL • G.G. VERIFY THAT 351.39 5Q. IN. 0 ro� 0J'o /STUCCO °i, 0%c0 -STUCCO FINISN74� SHINGLE OF VENTILATION THROUGH UPPER r I FINISH �SNINGLE SECOND_ F.F. LINE 2/3 OF ROOF 15 ACQUIRED. 8„ ROOF SECOND F.F. LINE - _ 8" ROOF VERIFY QUANTITY OF ROOF VENTS SECOND F.F. LINE T.O.M. REQUIRED, PER MANUFACTURER'S T.O.M. _ SPECIFICATIONS OF NET FREE I I AREA PER VENT. w /TEXTURED I 6_12 6:12 TEXTURED FINISH 7 l FINISH 7 v; I �e L 1 I DRYSTACK LEDGE5TONE 6' (TYP.) ;l ;l ;l (UN.O.) MAIN F.F. LINE MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION, SCALE: 1/8" - 1'-0" I I I I I I I I I I 6a2 _n 6_12 i LOWER ROOF yLu VENT REQUIREMENTS I G.C. VERIFY THAT 1203 5Q, IN, OF VENTILATION THROUGH UPPER Q o i i 2/3 OF ROOF 15 ACQUIRED. , )_ VERIFY QUANTITY OF ROOF VENT5 -----------.-- -------------� REQUIRED, PER MANUFACTURER'S OF NET FREE 11 -011 --SPECIFICATIONS AREA PER VENT. TYP, OVERHANG AT HIP AA (UN.O.) - 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNESS J, OF ALL RAISED TEXTURED FINISH BANDING pe AND SAND FINISHED KEYSTONES (WHERE x APPLICABLE) IF THICKNESS 15 TO BE Q DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT :` H __� * * * * * * * * THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATIO1 TO BE PER 2010 F.5.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.6.2. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" ROOF PLAN. SCALE 1/8" - 1'-0" CLEAR OPENING PEIGPT3 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C. 2010 RESIDENTIAL CODE R612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 v op REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 REQUIREMENTS FOR ROOF TRU55R 6� Q6 GIRDER TRu55 PITCHES 4:12 AND UNDER ROOF TRUSSES * * * * * 6� AT 24" O.C. Q6 (TYPICAL) /2-5TORY VOLUME 7 FT BR. 3 0 0 12 � ROOF TRUSSES 4 D _ ❑ ❑ ❑ ❑ ❑ ❑ AT 24" Q.G. - FLOOR SYSTEM (TYPICAL) BEAM CONC.-/❑ O b- � ❑ ❑ ❑ ❑ ❑ LINTEL LANAI FAMILY D O D O D D T. GARAGE SECTION AA SCALE: I/8" = I'-0" SHINGLE ROOF 612 L SHINGLE Q 6 Lo ULo0 CAD FILE NAME LOT 105 /111111/ —21-15 ROOF PLT, HL p a 0 PLT. HT. M a� N w , STUCCO 0 co LL • 0 ro� 0J'o /STUCCO °i, 0%c0 -STUCCO FINISN74� SHINGLE FINISH? �l r FINISH �SNINGLE SECOND_ F.F. LINE 8„ ROOF SECOND F.F. LINE - _ 8" ROOF SECOND F.F. LINE T.O.M. T.O.M. _ v M /TEXTURED %�TYP TEXTURED FINISH 7 FINISH 7 v; /TEXTURED FIN15H 7 RETURN AT 51DE5 DRYSTACK LEDGE5TONE 6' (TYP.) ;l ;l ;l (UN.O.) MAIN F.F. LINE MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION, SCALE: 1/8" - 1'-0" 12 12 6D 12 -SHINGLE Q6 Q6 ROOF 7 ~'� SHINGLE i PLT. HT. ROOF PLT. HT._ L STUGCO FINISN7 * FG. FG. r /� 12 SECOND F.F, LINE_ SHINGLE D4 SECOND FF. LINE T.O.M. ROOF - - T.O.M. M b TEXTURED TEXTURED —, FINISH e FIN15H MAIN F.F. LINE _ _ - _ TEMP. MAIN FF, LINE GRADE LINE77�70 GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 1'-0" 126 Q6 SHINGLE 6 2 -SHINGLE 12 ROOF ROOF 7 Ij6 PLT. HT. - - - - - - / PLT. HT. ZSTU000 TEMP.E o * co FIN15H STUCCO SHINGLE FINISH 7 /SHINGLE ROOF �l SECOND F.F. LINE ROOF 6� 8° _ SECOND FF. LINE SECOND FF. LINE TON, _ � T.O.M. _ /TEXTURED /TEXTURED _ DRYSTACK FINISH FINISH z:� F �.:�' LEDGE5TONE «� �, TEMP. (TYP.)}zr�.�`=£ MAIN FF. LINE - MAIN F.F. LINE GRADE LINE1TYP GRADE LINE p. . (ASSUMED) RETURN (ASSUMED) # 15 21, AT 51DES (UN.Q.) RIGHT E LE V/A I 1 0 N SCALE: 1/8" = I'-0" t:Lt:VA I 1UN U" GARAGE LEFT v 11 v 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAI , FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 En 0 w Y 0 O Z ce O m � z � a o as H � Invol OQ J .2585 • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION II 3C2 II x Lo ULo0 CAD FILE NAME LOT 105 /111111/ —21-15 h doN' p a 0 M a� N w , 0 co LL • 0 ro� 0J'o c °i, 0%c0 q FL /q � � }�N o co Z0 20 v 11 v 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAI , FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 En 0 w Y 0 O Z ce O m � z � a o as H � Invol OQ J .2585 • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION II 3C2 II JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 /111111/ —21-15 c °i, •r V P_• « /q Ud v 11 v 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAI , FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 En 0 w Y 0 O Z ce O m � z � a o as H � Invol OQ J .2585 • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION II 3C2 II 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE BARRIER cj ��'�� l qk FLASHING gP� SILL PLATE (SEE DETAIL B DO NOT FLASH (T) 2(� FOR OPTIONS) OVER BOTTOM NAILING FLANGE P� 11 111 1 6 _5%5" METALFLASHING 15# FELT � % WINDOW T -- 3 TAB 25 YR SHINGLE, ON 15# FELT OVER 2 `.',ECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE 'TYPE (MIN. / ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING, FLASHING ------ ROOF SHEATHING SPECIFIED ON NAILING FLA HI INS I ALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF w FLASHING WINDOW 2. IN`31'AI._L HEAD FLASHING UNDER SILL PLATE LM SCHEDULE ROOF OVER PRE-ENGINEERED 00 co_ -i ^O WEATHER RESISTIVE BARRIER NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE E_0oC0 cy ROOF TRUSSES CO 24" Q.C. BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 12 .. ,_....__.,..,,...W.� HURRICANE STRAP PER TYPICAL ROOF TO WALL FLASHING DETAIL, 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. FLAN VIEW P ITCH AS PER ROOF FRAMING PLAN TYPICAL SLIDING GLASS DOOR FLASHING DETAIL ELEV. 50¢ FELT OVER N.T.S. 2010 FBRC SECTION 703.8 METAL. FLASHING DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WAI-_.I_. ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL. EXTERIOR FINISHES OPTION -A SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. DAVIS BEWS FLASHING ASPI---IAL__T SATURATED FELT FREE FROM IdOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR O*THER APPROVED WE:Al-HER-RESISTAN T MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH DESIGN GROUP SIDING FELT OR MATERIAL SHALL BE APPLIED IIORIZONTAL_LY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS 5"x5" METAL FLASHING SILL PLATE OCCUR, FELT SHAI_.I_..: BEi._.APPED NOT LESS THAN 6 INCHES (152 rrrrl). BRI. HIT. 150 STATE STR.F_.ET EAST SEE NOTE #� APPROVED CC:)R ',O` IC)IJ--R1- SIS I IVE_ FLASHING SHALE.. BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL. 18"x18`" METAL SHINGLE ROOF PER CONTRACT CAVITY OR PENETRATION OF- WATER TO THE STRUCTURAL FRAMING COMPONENTS. TI -IE FLASHING SHALL( -EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND 813.925.1300 TEL w/TAR BETWEEN FLASHING AND SHINGLES NOTES I.HE FOLLOWING L....0CATI 0NS: ;r ALUM. DRIP EDGE WWW.DAVISBEWS.COM 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL F,LATE FLASHING 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP 0E=. NO...I.. I.. -.ESS THAN 1 1/8 INCHE:w`.. (28mr-n) (,)V[ -,.R I..HE. SHEAl_I-IING MATE:::RIAL.. AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS DO NOT REQUIRE SHINGLE PER ADDITIONAI.... I-I-ASHING; JAMB FI.-ASIIING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL,. 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY' CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 2x6. FASCIA COPING& 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING DETAIL AT SILL PLATE 4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. CONTRACT 5. WHERE EXTERIOR I)ORCHES, DECKS OR STAIRS A -1 -TACH 1-0 A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, N.T.S. VENTED ALUM. SOFFIT 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. SHEATH & EXT, FINISH WINDOW FLASHING AS RFQ'D 1x4 WINDOW DBL. HEADER TRIM r TYPICAL WINDOW & SLIDING CLASS DOOR T FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER MECHANICALLY FASTEN RESISTIVE FOLD UP WEATHER RESISTIVE BARRIER 8c TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING AS NECESSARY IN CORNERS THROUGH BARRIER 0, ' TEMPORARILY SECURE `v�M' 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH 46- FLASHING �` , ?,, FLASHING TO FORM WATER SHEDDING LAPS 4ry�� FOLD UP WEATHER � 2. SCORE & FOLD WEATHER RESISTIVE: BARRIER ABOVE HEADER TO RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE SHEATHING�IVS BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE SILL PLATE 5. FOLD WEATHER RESISTIVE: BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE BARRIER cj ��'�� l qk FLASHING gP� SILL PLATE (SEE DETAIL B DO NOT FLASH (T) 2(� FOR OPTIONS) OVER BOTTOM NAILING FLANGE P� 11 111 1 6 _5%5" METALFLASHING (ASSEMBI,..ED � % WINDOW T S � 2 `.',ECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE 'TYPE (MIN. / ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING, FLASHING ------ J FLA HI INS I ALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE BARRIER cj ��'�� l qk FLASHING gP� SILL PLATE (SEE DETAIL B DO NOT FLASH (T) 2(� FOR OPTIONS) OVER BOTTOM NAILING FLANGE P� 11 111 1 6 _5%5" METALFLASHING HFAD FLASHING TIE-IN INSII'UCTICNS: � � CORNER PATCH EN FLASHSH IGAN SHINGL . NOTES: 1. CUT, FOLD UP &TEMPORARILY C J toro � RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF ] II `.',ECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE 'TYPE (MIN. / ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING, FLASHING ------ J INS I ALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF w FLASHING WINDOW 2. IN`31'AI._L HEAD FLASHING UNDER SILL PLATE LM >. 00 co_ -i ^O WEATHER RESISTIVE BARRIER NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE E_0oC0 cy BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) [LASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS 6.0) CC� Z G L 0t TYPICAL ROOF TO WALL FLASHING DETAIL, 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. FLAN VIEW TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. 2010 FBRC SECTION 703.8 EXTERIOR WALLS SHALL PROVIDE THE BUIL.IDNG WITH A WEA I HER- RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WAI-_.I_. ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL. EXTERIOR FINISHES OPTION -A SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. DAVIS BEWS FLASHING ASPI---IAL__T SATURATED FELT FREE FROM IdOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR O*THER APPROVED WE:Al-HER-RESISTAN T MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH DESIGN GROUP SIDING FELT OR MATERIAL SHALL BE APPLIED IIORIZONTAL_LY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS SILL PLATE OCCUR, FELT SHAI_.I_..: BEi._.APPED NOT LESS THAN 6 INCHES (152 rrrrl). 150 STATE STR.F_.ET EAST SEE NOTE #� APPROVED CC:)R ',O` IC)IJ--R1- SIS I IVE_ FLASHING SHALE.. BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL. OLDSMAR, FLORIDA 34677 WALL SHEATHING CAVITY OR PENETRATION OF- WATER TO THE STRUCTURAL FRAMING COMPONENTS. TI -IE FLASHING SHALL( -EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND 813.925.1300 TEL SHALL BE INSTALLED _I..O PREVENT WATER FROM REENTERIN() THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION ---RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF NOTES I.HE FOLLOWING L....0CATI 0NS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6° WIDE) WWW.DAVISBEWS.COM 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL F,LATE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENING'S IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP 0E=. NO...I.. I.. -.ESS THAN 1 1/8 INCHE:w`.. (28mr-n) (,)V[ -,.R I..HE. SHEAl_I-IING MATE:::RIAL.. AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS DO NOT REQUIRE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAI.... I-I-ASHING; JAMB FI.-ASIIING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL,. 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY' CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPING& 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING DETAIL AT SILL PLATE 4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR I)ORCHES, DECKS OR STAIRS A -1 -TACH 1-0 A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, N.T.S. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 11/2" TWICK SAND FINISW KEYSTONE (IF APPLICABLE) RAISED SAND FIN16H TEXTURED BANDING 3/4" THICK x JOB NUMBER 25002.184 ' CAD FILE NAME LOT 105 z C J toro O to �N�M w � w x xLLI LM >. 00 co_ -i ^O E_0oC0 cy L _ N 0.@ m 3/4" THICK I V O q EYP. CROSS-SECTION OF RAISED W TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" O 5HEATWING PER PLAN Z F� 3 15" FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 O 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD ' FRAME/MA5ONRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2 BELOW CMULn 2 METAL OR PLASTIC EXPANSION JOINT D I" FROM TOP OF CMU >= 5 5/8" STUCCO OR CEMENTIOU5 Q COATING OVER GMU CMU WALL PER PLAN NOTE: NUM15ER6 INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU2585 WEEP SCREED DETAIL TITLE ' PER M.C.Q. ENGINEERING `IQ11.ai,A� FLASHING DETAIL SCALE: 3 1-(D <> DETAILS 15 20 23 • SHEET • ELEVATIONC GARAGE LEFT • x JOB NUMBER 25002.184 ' CAD FILE NAME LOT 105 m C J toro 0 to �N�M >JM L ` LL LM 00 co_ -i ^O E_0oC0 cy L _ N 0.@ m 6.0) CC� Z G L 0t I V O q EYP. CROSS-SECTION OF RAISED W TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" O 5HEATWING PER PLAN Z F� 3 15" FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 O 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD ' FRAME/MA5ONRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2 BELOW CMULn 2 METAL OR PLASTIC EXPANSION JOINT D I" FROM TOP OF CMU >= 5 5/8" STUCCO OR CEMENTIOU5 Q COATING OVER GMU CMU WALL PER PLAN NOTE: NUM15ER6 INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU2585 WEEP SCREED DETAIL TITLE ' PER M.C.Q. ENGINEERING `IQ11.ai,A� FLASHING DETAIL SCALE: 3 1-(D <> DETAILS 15 20 23 • SHEET • ELEVATIONC GARAGE LEFT • JOB NUMBER 25002.184 ' CAD FILE NAME LOT 105 05-21-15 r. EwsE ;, �IIl11!/ LM a DAVIS BEWS DESIGN GROUP 150 STATE STR.F_.ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 I V O q EYP. CROSS-SECTION OF RAISED W TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" O 5HEATWING PER PLAN Z F� 3 15" FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 O 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD ' FRAME/MA5ONRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2 BELOW CMULn 2 METAL OR PLASTIC EXPANSION JOINT D I" FROM TOP OF CMU >= 5 5/8" STUCCO OR CEMENTIOU5 Q COATING OVER GMU CMU WALL PER PLAN NOTE: NUM15ER6 INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU2585 WEEP SCREED DETAIL TITLE ' PER M.C.Q. ENGINEERING `IQ11.ai,A� FLASHING DETAIL SCALE: 3 1-(D <> DETAILS 15 20 23 • SHEET • ELEVATIONC GARAGE LEFT • A/C DISCONN.) I I I I I I I L -.._—J L— __J W.P. J G.F.I. [ HORIL LIGHT I M. BATH em - MASTER SUITE I I I _ i ' HORIZ- I ( I MAKE-UP LIGHT ROUGH -►N I I FOR OPT. FAN/LIGHT I L -----J W.P. GF.I. CM D \ WALL MOUNT AT 8'4" / I \ UP TO i FAN/ LIGHT FAMILY ROOM I I I MAKE-UP LIGHT GF. PWDR "7 Ox 0 CM Sp FC -HI! DINING PENDANT / (VERIFY LOCATION) I aF WINDOWS \ EL CTfRICAL <"� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER pw.P. WEATHERPROOF DUPLEX OUTLET DATA – – – – &,.Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET PORT I � SPECIAL PURPOSE OUTLET i ROUGH -IN �;O'� FOR OPT. � DUPLEX OUTLET IN FLOOR �\ FAN/LIGHT ENTRY I � � 220 VOLT OUTLET . </J I � � WALL SWITCH"' \ 13 THREE-WAY SWITCH W.P.I 14 FOUR-WAY SWITCH D DIMMER SWITCH GF.I. COACH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE PENDANT I AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE (VERIFY RECE55ED INCANDESCENT LIGHT FIXTURE LOCATION) I r – – – – – – - ; *C LIGHT FIXTURE WITH PULL CHAIN PUSHBUTTON FOR TRACK LIGHT \ FOYER / / G.D. OPENER I \ FLUORESCENT LIGHT FIXTURE EXHAUST FAN 1 EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) \ c�� o R&BUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR KITCHEN I` I I q TELEPHONE (OPTIONAL) �_j / wx/0 TELEVISION (OPTIONAL) GARAGE I / (� THEW05TAi AT 48 I D ELECTRIC METER _ / I ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) 50 GAL. W.H. �` '> ROUGH IN FOR OPT. CEILING PAN ELEC. GF.L v a PANEL A14811 c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ IL v COACH J ROUGH -IN FOR OPT, CEILING FAN MICROWAVE LIGHT NOTES- OUTLET OTESOUTLET +14" WP. / GRI. FOR I .PROVIDE AND INSTALL GROI NE)FAULT CIRCUIT-INTE�UPTE1% IGF.I.) AS INDICATED T.Ufs. SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. * * * * 2. UNLESS OTWRW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE GC. VERIFY LOCATION FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - FOR CEILING FANS SWITCHES. 42" PRE -WIRE OUTLETS..... 14" * * * * TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP) TELEVISION., J4" 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 DETEGT01%. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.c.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF.U. 4/0 ALU. GABLE 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL MAIN DISCONNECTMETER A/C ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 COMBO - SQUARED DISC. F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND TYP. '14 AND �2 COPPER TO ORDINANCES. REFER TO FLOOR INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC, PANEL I. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, AMPS. REQUIRED 010 COPPER TO FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON WATER HEATER MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING UNDE%ROUND 18 COPPER TO RANGE PURPOSES. SERVICE BY 04 COPPER TO 5/8" GROUND ROD 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN POWER COMPANY ALSO SERVICE TO BE BONDED SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARIS 5HALL HAVE II_TO FOOTING STEEL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR"IS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. • JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 ISSUED 05-21-15 REVISED • x m w ,—JlIE DAVIS BEWS DESIGN GROVP C 0 too to EST. 1994�� 0 J N 0) cy do ONMM >;JM IL ` awLL Tor O o -1 ' oroC00o E iL- t 0 � C4O _ s .1p CO ti 0 T 0 Z _ L v • JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 ISSUED 05-21-15 REVISED ELECTRICAL RISER DIAGRAM 2585 NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPR. I W/ APPLICABLE PROvISI018 OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. #S 2 0 2 d MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • ,—JlIE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, MORMA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�� ELECTRICAL RISER DIAGRAM 2585 NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPR. I W/ APPLICABLE PROvISI018 OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. #S 2 0 2 d MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ. MAVL- tin EL C 1 FP,1CAL <F� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;', EXHAUST FANLIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEVISION! (OPTIONAL) THERMOSTAT ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH �D SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10A-05, N.E.C. 2M8,2010 FB.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARM5 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. S1°ba ., UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 ISSUED 05-21-15 REVISED E2:E5 8 5 WY�mz�_D-AM IS low BZEWS DESIGN GROVP 150STATE STREET EA S T OLDNAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWWDAVISBEWSCOM TAMPA •DENVER EST. 1994 q;r 0 QOOV)O neO Lr)0ONJ o p • TITLE • UPPER FLOOR ELECTRICAL. PLAN4 B nmm .4 • SHEET • • • X lC 0 0 O 0001111111111 E0 U rLo 0 J N r; �N�(°'Yi N d i D0)L66M • CU d '0 J V ice' ld C 0. N L 0 p f� oN ro� zr�° • JOB NUMBER 25002.184 • CAD FILE NAME LOT 105 ISSUED 05-21-15 REVISED E2:E5 8 5 WY�mz�_D-AM IS low BZEWS DESIGN GROVP 150STATE STREET EA S T OLDNAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWWDAVISBEWSCOM TAMPA •DENVER EST. 1994 q;r 0 QOOV)O neO Lr)0ONJ o p • TITLE • UPPER FLOOR ELECTRICAL. PLAN4 B nmm .4 • SHEET • WY�mz�_D-AM IS low BZEWS DESIGN GROVP 150STATE STREET EA S T OLDNAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWWDAVISBEWSCOM TAMPA •DENVER EST. 1994 q;r 0 QOOV)O neO Lr)0ONJ o p • TITLE • UPPER FLOOR ELECTRICAL. PLAN4 B nmm .4 • SHEET • GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD DL = 14 PSF (TRUSS OVERBUILD) WIND SPEED (ULTIMATE) 139 mph SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, U PDATES RISK CATEGORY II MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SHEET SHEET TITLE BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES WIND PRESSURE & SUCTION EFFECTIVE TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. MINIMUM FLOOR DESIGN LIVE LOADS: (PSF) WIND (+) VALUE DENOTES PRESSURE 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA C S1 C STRUCTURAL NOTES MINIMUM G50 ZINC COATING AREA NUMBER S2 FOUNDATION PLAN THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. C)DECKS = 40 PSF - 22.9 S3 DOWEL PLACEMENT PLAN ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 1 5/9/2014 of PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING P LAN CAST IN PLACE CONCRETE 100 (+) 18.0 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES S4.1 NOTES &CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4 /o PLUS OR MINUS 1 ,AND HAVE 2 TO 4 AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR MINIMUM FLOOR DESIGN DEAD LOADS: 914" x T-0" S4.2 p /� ROOF F RAMING P LAN AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL. SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF B) BALCONIES = 15 PSF (-) 19.7 2 CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SMALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 SD 1 FOUNDATION DETAILS THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ALL CONCRETE WORK SMALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND S D2 p /� q GENERAL DETAILS TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS REQUIRED. REFER TO SECTION R301.2.1.2 OF THE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 q q GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA S D4 GENERAL DETAILS AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. SD5 TWO STORY DETAILS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS 1 SD6 TWO STORY DETAILS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LE THAN ONE -HALF-INCH 12.7 mm IN DIAMETER ED AS 2. STEEL BOLTS SS ( ) USED TRUSS DESIGN LOADS 4 1/29/2015 FASTENERS FOR PRESSURE O OTOP CHORD: ST GENERAL STAIR DETAILS STEEL, SIICON BRONZE L= 7PSF (SHINGLE TYPE ROOF COVER) HOT -DIPPED ZINC COATED GALVANIZED STEEL,, STAINLESS L e N OR COPPER. FASTENERS' SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph U PDATES RISK CATEGORY II OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) LL MASONRY WALL CONSTRUCTION A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) AREA NUMBER DATE DESCRIPTION (+) 21.2 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF - 26.4 1 5/9/2014 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, 50 PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 100 (+) 18.0 WITH MASTER 2 AND WITH BONUS & MASTER 2 - 19.8 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 914" x T-0" 16'-0" x T-0" (+) 4 (+)17.7 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF B) BALCONIES = 15 PSF (-) 19.7 2 7/$/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 5 5 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 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 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO CREATED ELEV, C W/ BONUS - TRUSSWAY CO FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3 12/18/2014 TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE DC LO 0 1 0000 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LO 4 1/29/2015 CREATED ELEV, B STD - TRUSSWAY TRUSSES WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" N IM FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES@ HIP CORNERS REQUIRE MIN 2x4 SYP #2 �I- REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE of WALL BLOCKING w/ (3)12d TOENAILS EACH END. W0 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. S 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND "X" F_ MASTER PER BILL YOUNGMAN'S REQUEST COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. BRACING TO START 20'-0" MAX FROM #1 HIP a. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. G 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 4/14/2015 PER TB -56 TL 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 CC LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST JOB No. TM - 2150611 CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. AS INDICATED 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 06/03/2015 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. o ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). 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) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 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. 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 E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. Fb =2500 Fb =3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG R SISTANT 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 EDGES AND 8" O.C. INFIELD. 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 BC5I-63. 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"4" 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 1st (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 <1/211, NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSL 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 3/6' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 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). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE H CD (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) LL 4 - VALUE DENOTES SUCTION AREA 4O O 10 (+) 21.2 (+) 21.2 O - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 914" x T-0" 16'-0" x T-0" (+) 4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „1 5 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, W H D j .0 l U) W i� fi i w W ~(D z AOMNk a lep CY) 1�0®elllll/!//d�! ��°, rS ui ,�► Z7 H CD 0 ® �. • �^ • � cry w LL 4 LL 4C U Z - C O a , LU U Q F- Z s hQ F- �w J _ Z w La Nw p U I_ W ~(D z AOMNk a lep CY) i rS U`j o Z7 H Cj C) z 0 Q U 0 .00 LL 4 LL 4C U Z - C O a , LU U Q F- Z a� F- �w I_ S1 W ~(D i O o� Z7 °6�Ej� µ1 ....� Z� 1-- LL Z) - C ZO U a , LU U Q F- Z W F- �w V S1 l C � � V Z La 11 0 ZH C 0 CO 0 Us DC LO 0 1 0000 LO N IM �I- 0WZ W0 - 0 0 H F_ a. STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TL _... QC CHECK: CC JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 S1 0 0 co (D Z 0 0 Lo> - W O U) N -7r, rN1, 11. SEE TYPICAL DETAIL ON LINTEL LA Q Z % } AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD •� �W d FOOTING STEP DOWN AND CORNER INFORMATION.goo 4400, `® ® p•+s•••t rte.a a 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION •ext SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUC O �"* Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION �; j U car 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 0 Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE a� ••• coo •»`° `° PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �' s• •O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO J J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 1— ,!/Ijll {!p`, LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 ( MODIFIED PROCTOR). _ W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS ZI BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 U, PSF: 0 G 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z 7 M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q '' V N FOOTING SIZES PENDING DEPTH OF STEMWALL. M ° o W o FOOTING SCHEDULE 1-- qU o 0 C 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W.0 Z O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. 0 z � Q 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. W L 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. H O FOUNDATION NOTES: O U f-- LL 0 2.6 O 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. W W W O „ 36 x36 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. Z < J Z iD Q LL O ZD � ;rt p 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE .5 <8> I— MIN (7) # 5 E.W. � � r z I� O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY LAPPED MIN. 6" AND SEALED. Z Q O > Q J 1 J .5 <8> 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. W _ < v Z > O�O 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH Z O 5 O 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. 2 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL LU i —� Z (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR LU � —'— w >-�O O 'p i W EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ) STRUCTURAL ENG: CFG / BAD ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 1-- —LAP -STRUCT: TL QC CHECK: CC LAPSPLICES SHALL BE NO LESS THAN 25". Z W JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 S2 RECESSING DOOR SILLS. W Z 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 0U CL 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) (D CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0 U) USE ALTERNATE APPROVED METHOD. W � 00 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE -j AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION a INSTRUCTIONS. 0 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO U - DETERMINE STEP LOCATIONS IF REQUIRED 0 P N FOR RE HIRED STEEL BENDS rpppplllll}}} -7r, rN1, 11. SEE TYPICAL DETAIL ON LINTEL LA Q Z % } AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD •� �W d FOOTING STEP DOWN AND CORNER INFORMATION.goo 4400, `® ® p•+s•••t rte.a a 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION •ext SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUC O �"* Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION �; j U car 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 0 Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE a� ••• coo •»`° `° PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �' s• •O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO J J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 1— ,!/Ijll {!p`, LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 ( MODIFIED PROCTOR). _ W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS ZI BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 U, PSF: 0 G 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z 7 M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q '' V N FOOTING SIZES PENDING DEPTH OF STEMWALL. M ° o W o FOOTING SCHEDULE 1-- qU o 0 C 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W.0 Z O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. 0 z � Q 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. W L 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. H SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection FOUNDATION PLAN 1/4"=1'-0" ;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. J O O U f-- LL 0 2.6 O 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. W W O „ 36 x36 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. Z < J Z iD Q LL O ZD � ;rt p .5 <8> 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. � � r z I� O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. Z O > Q J 1 J .5 <8> 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. W _ < v Z > O�O Z O 5 O 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. 2 Q LU i SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection FOUNDATION PLAN 1/4"=1'-0" ;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. J O O f-- LL 0 W W i Z Q 11 W) � � r Z O > Q J Y > O�O 2 04 i —� Z LU � —'— w >-�O O 'p i W ) STRUCTURAL ENG: CFG / BAD r DRAFTING: -STRUCT: TL QC CHECK: CC JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 S2 SYMBOLS LEGEND LU ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8 O.C. MAX U.N.O.). p • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J Q 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z W 0 LU Z oI 0 1— O CO � z U 0 U) J_ LU �p m 0 LL _O O N W LU f— LL O z 1tlflt(ifgA W It LLo- O M W $�XIN s z z CY W U b T-0" 61-811 6'-811 6'-8" 4'-8" 3 -2 2 -4 3'-4 3'-8 T-1 4'-4 T-0" 1'-8" p ` wP "�'a Q leIII III ® J O a LL ■ _ cn ` _.;...I I o • —_ L JU o I -— U 31-811 4--8"4'-8" 4'-8" 6-01' z CIO Q1 � N / CO MLU Fr N IL D r LULl�^ U ■ ■ ■ ■ • O' 1 © (n zcc s f> `\ w Q • - \ / U) o z 5'-0" r-8' " Q 10 0 o " 01 W 8" \`;z z H < Q _J z ffi — 77 In U p_ M \ ,% J J f W v J .gym__ W o W Q o zW Z�� C) 0 0 ■■ ■■ ■ ■ ■ ■ ■ ■= ■ ■ ■ ■ ■ ■ Qw Z LU 8'-4" 4'-4" 4'-0" 4,_0" 4'-0„ 4'_0 2'4'7'-0" 3'-4" 6'-8" 6'-8" 6'-8" 5'-8" T-0" w � C/) O 1'-4" CL O z Q O z_ V � z W 0 0 F— r z Z f1— Q ZJ0 _ 0J W i Y 0 00000 W Lin z C4 m LIJ o U 0 W LL cn� Q0= W Q U) STRUCTURAL ENG: CFG / BAD Q ..DRAFTING: N z-STRUCT: TL W 0 QC CHECK: CC �'Q) ,�� W JOB No. TM - 2150611 U) SCALE: AS INDICATED O DATE: 06/03/2015 DOWEL LAYOUT PLAN - 1/411=11 -011I S 2 D 2 3 S3 _ 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. 10 �o oF- 0 Z10 o U) J W M 0 O LL 0 o N W W U- O 0 z O w e A � U WS11 ,0 W � 'O �N � Q MD03 � �, � � o YSD5 SD2 10 O d� LO LO LO (D W (O f- r- W O r O O O O O O O O O O O O O O O O O O O O O O OLL LL LL LL. LL LL LL ___,.._LLLL lL LL LL LL LL LL LL LL LL LL I� _._ LL _ Sas J05 W 1 ■ II 6 a LL a o � O _...._. J06 U WS10 0 " SD5 Q a'r WS 10 1 J07 cl J SD5 \ w o - — 0 Z . � _...__...- L� Jo7 Q © � ....I C — � m V02 BW4 / z. _............._ WF 15 O •� -BW4 SD 5; 0� F1 q H2x12 WS15 VD - H2x8 SI SD6 � BW 1 — B W 1 —_ —_ A A \, —_ — F 2x6 #2 SYP CONT. LEDGER TO rWF15 UE ■ _____ — — COMBO TRUSS UNDER 2nd H2x8 FLOOR WALL W/ (2) 16d NAILS i' \ SD6 J04 MD03 @ 4" O.C. \ I— Q E. BW2 Z WS11 LD04 SD2 (D J04 SD5 SD6 l,/ ' o W SIM - 2x12 #2 SYP LEDGER W/ (5) B Z g 1/4"x3-1/2" SIMPSON SDS J04 SCREWS @ 24" O.C. A — GE01 U _ Z WF16 LD02 SD3 O H- PS03 J04 SD4 / SD6 SD4 W SIM. Z 1-0- \,S�D6 H LL O WF12 J03 U N H w Q ®_ BW2 z W O z J02 _—_ _ _.m...__._. O 0 LL (� 1 OU I.— J01 0 z W v � � _ ♦^ - r r r 0 � v L LL LL LL w r N M r N WS 11 M y v 'I Ln Lo u' Ln V) u> to O �Qo 0 0 0 � � WF02 0 a 0 � � 0 0 a � � CD a SD6 SD5 � M D03 z SD2 O z U Z W O c n H r z Z ¢ Z — a 0 U) N OC o O°°O W LID N U) p-jZ ow �0 ry p H H U � H STRUCTURAL ENG: CFG / BAD ¢ DRAFTING: P Z-STRUCT: TL W- - - - --- -- ---- --- QC CHECK: CC FLOOR s _JOB No. ---T- M - 2150611� W SCALE: AS INDICATE DFIRST FRAMING PLAN -- I— DATE: - 06/03/2015 . 4 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. BEARING WOOD WALL SCHEDULE TAG STUD SPACING CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. PLATE BW4 1211 (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS UPLIFT MID -SPAN 16d NAILS BW5 12 1/2" THREADED ROD @ 48" O.C. ADJUST ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 'rd. PT. 3 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING E5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS OP AN OT D BOTTOM W/ 10d TOENAILS. ( 3 ) 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %Z" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x$ #2 SYP w/2FLITCH PLATE ATTACH KING STUD TO HEADER w/8 ( )" O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O CONTINUOUS FROM FLOOR TO CEILING. 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING E5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE OA (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN OH 4x4 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. ON 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN, O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. O CONTINUOUS FROM FLOOR TO CEILING. H10A 1015 H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 8x8: ABU88 w/(1 8)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH I PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x2"' E META20 w/(7) 10d x 12' NAILS FRAME TO CMU 1450 1450 ON MASONRY; SIMP. META16 (2)META16 OR (2)META20 AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ TO POST: SIMP. HTS20 OR LSTA18 V a (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x2a" TAPCONS H10A w/(18)10d x 12" NAILS OR CONTINUOUS FROM FLOOR TO CEILING. H10A 1015 H10A 1340 c (2)p1y TRUSS H10A-2w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24' TAPCONS C Z J E5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 -1 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT QH2.5A w/(1 0)8d FRAME TO FRAME 535 600 DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. MTS 12 w/(14)10d x 12" NAILS 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. ON MASONRY: SIMP. META16 71 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ❑MGT 8 w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN NAILS & (18)4"x24" TAPCONS El HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT R HOP CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND;REVI TO BEAM: SIMP. HUC410 w/(18)16d & 0 J 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 LL EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 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 nLTT20B 18 w/(10) 10d NAILS & S" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT c QC CHECK: TRUSS MANUFACTURERS LAYOUT 19 HTT4 w/(18) 16d x 2'-z" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT i JOB No. TM - 2150611 ----STOP---- 2 SCALE: 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c:) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. TO POST: SIMP. HTS20 OR LSTA18 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND TO BEAM: SIMP. HUC48 w/(14)16d NAILS C (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x2"' PLATE TAPCONS 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON MASONRY; SIMP. META16 AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ TO POST: SIMP. HTS20 OR LSTA18 V SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x2a" TAPCONS CONTINUOUS FROM FLOOR TO CEILING. ON MASONRY: SIMP. META16 c TO POST: SIMP. HTS20 OR LSTA18 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24' TAPCONS C Z J B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. ON MASONRY: SIMP. META16 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TO POST: SIMP. HTS20 OR LSTA18 -1 OF ALL HARDWARE BEFORE INSTALLATION. TO BEAM: SIMP. HUC410 w/(18)16d & 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d � DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. NAILS & (18)4'x24" TAPCONS 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. ON MASONRY: SIMP. META16 0 THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TO POST: SIMP. HTS20 OR LSTA18 TRUSSES TO BEAM: SIMP. HUC410 w/(18)16d & 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN NAILS & (18)4"x24" TAPCONS PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF T40 PROJECT. ON MASONRY: SIMP. META16 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BU R TO TO POST: SIMP. HTS20 OR LSTA18 R HOP CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND;REVI TO BEAM: SIMP. HUC410 w/(18)16d & 0 J DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FO (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d LL PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS NAILS & (18)4"x24" TAPCONS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR ON MASONRY: SIMP. META16 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS TO POST: (2) SIMP. HTS20 OR LSTA18 NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL F LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. * NAIL TOGETHER USING (3) ROWS OF 12d NAILS 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE @ 6" O.C. EACH SIDE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND TO POST: (2) SIMP. HTS20 OR LSTA18 BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL ` AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 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 FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" INFIELD. NOTES 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 1/4"=1'-0„ . 0 2I1 -, 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 0 ROOF NOTES: v 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 C 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/ V SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS L BOTTOM CHORD z 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE L 0 CONTINUOUS FROM FLOOR TO CEILING. L c 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING C ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. C Z J B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. _ 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS O -1 OF ALL HARDWARE BEFORE INSTALLATION. C 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT C EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS � DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. C 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. c 0 THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY L TRUSSES F 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE C ] N THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN C PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF T40 PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BU R TO R HOP CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND;REVI 0 J DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FO AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO VISE THE -L LL 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 F 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 u 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 C 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. C CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER C STRUCTURAL ENG: CFG / BAD THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. < C DRAFTING: BUILDER NOTE: o TL IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE c QC CHECK: TRUSS MANUFACTURERS LAYOUT < L i JOB No. TM - 2150611 ----STOP---- 2 SCALE: AS INDICATED AND CALL THE ENGINEER OF RECORD PRIOR TO o PLACEMENT OF ANY TRUSSES 0 NAILING SCHEDULE: ROOFS: L L ROOF SHEATHING TO BE 15/32"OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL F UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. C PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. 4 GABLE ENDS: C ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER C EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. F C EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. F NAILS: - F NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. < ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, L 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, C C STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL C BE IN ACCORDANCE WITH ASTM A 153. C 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 L WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" INFIELD. NOTES 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 1/4"=1'-0„ . 0 2I1 -, 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 0 DATE: 06/03/2015 S4,1 v C ) � V z 0 11 c C Z J 00 O -1 COLLI 0 � Y � 0 1 0000 ] N 0 J Z Uj LL W �-�0 O 5 STRUCTURAL ENG: CFG / BAD C DRAFTING: -STRUCT: TL QC CHECK: CC i JOB No. TM - 2150611 2 SCALE: AS INDICATED DATE: 06/03/2015 S4,1 o? J08 J09 J10 J11 J11 J10 J09 J08 00 le ROOF FRAMING P 1/4"=11-011 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 trane f r of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. m p 0 LL O O N LU W I- U— z .� "�• e - N ro • �- w Z z STANDARD 2ND FLOOR FRAMING �. Q v 'Q: z rc� { J O LL NOTES: 0 W a Q a 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR z Q S Z WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. LU O 11 Lo 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR H r - - - - Z TO FOLLOW THE DETAILS INDICATED BELOW" J a Z ::i O _CO OPENING SITTING ON IVIASONRY- WS06/SD5 (STRAPS a SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 1- SHEATHING IS NOT CONTINUOUS) W LU L0� OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS N 9 m SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w Z W V OUjW SHEATHING IS NOT CONTINUOUS) w 0 W a0_ �o �ry 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O p~., v AL. H Z (� U) U) STRUCTURAL ENG: CFG / BAD DRAFTING: 0 J W P: Z -STRUCT: C) W QC CHECK: ROOF FRAMING P 1/4"=11-011 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 trane f r of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. m p 0 LL O O N LU W I- U— z .� "�• e - N ro • �- w Z z % �. Q v 'Q: z rc� { J O LL 0 tD v z 0 a O a z C1 S Z LU O 11 Lo H r z Z a Z ::i O _CO J W p Y o 0000 LU L0� N 9 m W V OUjW W a0_ �o �ry v AL. H U) STRUCTURAL ENG: CFG / BAD DRAFTING: P: Z -STRUCT: TL W QC CHECK: CC ��)11_[7INc W JOB No. TM - 2150611 U) SCALE: AS INDICATED �r DATE. 06/03/2015 S4.2 CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & BEARING (MIN 3") A LINTEL, #5 TO BE'. PAPER FELT 10" HOOK z a ry W CL _ 0 W z O W Q HOOKED INTO PROHIBITED) SIDE VERTICALS . °d i16— ll a LL .a °I.I d o f�4 al° I Ic ¢z_ W d ROUGH OPENING PER PLAN d Al 4 _i.. _ I . 11 GRADE 40 GRADE 60 A °. BEND 0 LENGTH LAP SPLICE BEND 0 r ja ° . NO d. T OPENING "A" TYPI AL SHEAR WALL SEGMENT d #3 17/8 Q 7 15 A 41/4 d 18 TRANSOM OPENING °. ' 91/2 ° ; A 55/8 121/2 24 #5 31/8 4 _i.. _ I . 11 GRADE 40 GRADE 60 A °. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ° . NO -SHEAR WALL T OPENING "A" TYPI AL SHEAR WALL SEGMENT 14 •LI NTEL PER PLAN #3 17/8 41/4 7 15 r�j 41/4 91/4 18 TRANSOM OPENING 4 _i.. _ I . 11 D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 A °. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH "A" "B„ „CIP „D„ "A" "B" ..C.. 14 •LI NTEL PER PLAN #3 17/8 41/4 7 15 r�j 41/4 91/4 18 TRANSOM OPENING 21/2 ' 91/2 20 A 55/8 121/2 24 #5 31/8 7 FRAME INFILL AR OU' 25 A 7 D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B„ „CIP „D„ "A" "B" ..C.. 14 •LI NTEL PER PLAN #3 17/8 41/4 7 15 21/4 41/4 91/4 18 TRANSOM OPENING 21/2 ' 91/2 20 3 55/8 121/2 24 #5 31/8 7 FRAME INFILL AR OU' 25 33/4 7 151/2 30 #6 WINDOW BY BUILDER "� 14 30 SEE FOUNDATION 81/16 181/2 36 SEE WF01/SD2 FOR 43/8 9 13/16116 1/2 PLAN FOR FILLED CELL 51/4 9 13/16 213/41 MORE INFO 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. c INFO. MIN. (1) IS REQ'D L ON EITHER SIDE U.N.O. E °-; ,.:• (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO DOOR OPENING ,.. MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. "DOLINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B„ „CIP „D„ "A" "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 13/16116 1/2 1 35 51/4 9 13/16 213/41 42 L STANDARD 180° HOOK #3=2Y2' #4=2Y2' #5=2Y2' #6 = 3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR �8"x8"x16"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 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL LU APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL Q STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 81`32-113/13F32-013 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4"' BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q 3'-2" 1217 2165/1969 6113 / 2931 8672/4576 10000/6224 8" BEARING EA. END H 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 z 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 0 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT U) ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Lu 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 15 0 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD LU 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN, DIMS Z C) 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-8" 277 492/362 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 m 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 8 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 Of 0 328/0 1234/0 1779/0 2662/0 8• POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & O 14'-0" 0 292/0 1160/0 1660/0 2439/0 BOTTOM REGARDLESS OF REINF. INDICATED IN TABLE BELOW � 16'-0" 0 284/0 950/0 1379/0 1997/0 0 MATERIALS o - -- --- - 18'4 0 211/0 750/0 1177/0 1676/0 cv > 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. LL 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 22'-8" � 0 110/0 450/0 824/0 1147/0 rr�� ®7��i, RECESSED LINTELS/FILLED 4, CONCRETE MASONRY UNITS (CMU)PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �►� d,� STRENGTH = 1900 PSL a s�. �r U4 CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-06 v— �«" '% a o 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE >. ✓ m 2'-$" 1425/142 5 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTIM A510. �° ` ' X-0" 1230/1230 2769/2769 4085/4085 �" z Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �+ ( 4'-4" 846/833 . 2121/1716 3127/2839 J 5'-4" 664/572 1761/1761 2596/2595 MARK LINTEL F = FILLED WITH GROUT / �� d ' p®®�' ,° Q❑ 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R RECESSED Q iY 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ¢ /��I q Y®� J O $'-4" 415 / 235 1152 / 1152 1694 / 1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY H ,r� 8F16 -113/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 0 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. w O 8F16-1B/1T NOMINAL WIDTH 2 0 TYPE DESIGNATION U • e 8RF14-0B/1T Z O Q O 8F16-0B/1T 1-1/2" CLEAR cri o F-rY Z a, 0 8F20-1B/1T _#5 REBAR AT TOP MIN. (1) REQ'D Q o O 0 8F20-0B/1T 2_ Q Q C.M.U. U �,. 0 8RF22-1B/1T z LL 4_- GROUT O C1 ry In O t. �i"iliii,,lli •4,,,•y (� 08F24-1B/1T #5 REBAR AT BOTTOM OF LINTEL ZC ti CAVITY O 0 8RF22-0B/1T �'i` BOTTOM REINFORCING PROVIDED U��"` 0 - Q 7-5/8" ACTUAL IN LINTEL (VARIES) O Z 8" NOMINAL WIDTH OM 8F24-OB/1 T a 7-0 N 8RF30-16/1T FILLED O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T Q 0_ #5 REBAR AT TOP MIN. (1) REQ'D ❑ Z s 8F32 -0B/1T U Q z O 8F38 -1 B/1 T 00 � U_ W z Zz � O SF12-1B/1T O 06 O8F40 -0B/1T BOTTOM REINFORCING PROVIDED Q 7-5/8" ACTUAL IN LINTEL (VARIES) O 0 8" NOMINAL WIDTH w _ x UNFILLED _ —� z a v O W O W Q Z W Z z J O O U I,_ U LU z W W w --.— W a z Q O SAFE LOAD TABLE NOTES av ° 6._4.. D08 REBAR SPLICE DETAIL SCALE: 3/4" = 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. �UILOjti 0 r�7 202 I• c OU) 11 Z J p ] p W J �<Y �oLo0 1 � � N 0 i IM J Z J W W w ��_ Q H 0. STRUCTURAL ENG: CFG / BAD � DRAFTING:- C -STRUCT: TL QC CHECK: CC JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 S5 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED = LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. F 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF C 1/$"=1 SUPPORT. i L 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. C 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. c L E D08 REBAR SPLICE DETAIL SCALE: 3/4" = 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. �UILOjti 0 r�7 202 I• c OU) 11 Z J p ] p W J �<Y �oLo0 1 � � N 0 i IM J Z J W W w ��_ Q H 0. STRUCTURAL ENG: CFG / BAD � DRAFTING:- C -STRUCT: TL QC CHECK: CC JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 S5 (1) #5 FROM FTG. TO VERIFY W/ DETAILS FOR REQ'D OPT. MASONRY CURB (1) #5 FROM FTG. TO @ ELEV. 0'-0" w/ (1) #5 ILLO CONT. BAR TIE BEAM SPLICE TO SLOPED GROUT TO TIE BEAM SPLICE TO DRAIN CONNECTION BE MIN. 25" GROUT 1/2" J -BOLT W/ MIN. 6" BE MIN. 25" GROUT aCJ CELL SOLID R1. CELL SOLID ll PLAN AND BEARING MASONRY WALL — MASONRY WALLSEE H PLAN SEE PLAN WALL SCHEDULE ., ,. Q WALL SCHEDULE CONCRETE SLAB PER w CONCRETE SLAB PER X ..II FOUNDATION PLAN IIS FOUNDATION PLAN > a LU O I. VARIES W = U_ •74 MIN 4" WALL a' ° 4 e °< SEE PLAN AI w CONC. SLAB PER — ° '.qa co °h'L n... d I A°d° .I'n' co ° «® m« `a�� ;z U_ O (/) : - III° ° GRADE FOUNDATION PLAN COVER TYP. _ I ° ° I a GRADE Z c � Uj I - M - 00 PAD SIZE CONC. SLAB OR n' I 4 a. ° Z FOUNDATION PLAN ____ -- CONC. SLAB PER _ ° I CONCRETE SLAB PER � .� III w 0 �- �, � - °° FOUNDATION PLAN w g I e a n Q I ° ..- Q 2x PT SILL PLATE o 2x P.T. SILL PLATE CL ..... I� i —_ ._ I _ a O a 4 . - -I I 1= ° ". > Q U_ -'ILII6LI FILL @ 95% STANDARD O A4 ` I 1 poop IIE.=I I - >° (2) #5 BARS CONT. ' =.. (3�' = I _ II _ =_ I (2) #5 BARS CONT. _ ._..___ 113' — II I CLEAN COMPACTED W/ 3" COVER TYP. EDGE w/ (1) #5 CONT. CC)V�R' CLEAN COMPACTED W/ 3" COVER TYP. 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Q ~ Z p 0 TOP VIEW @ MASONRY WALL FILLED SOLID SEE ELEVATION CONC. SLAB PER LU O CMU BASE w/ (1) #5 Z W = U_ •74 O WALL VERTICAL @ EACH 4 e °< SEE PLAN �i ®'+,A° -� O BEYOND MIN. 24" BEFORE ANOTHER STEP Z °h'L n... d I CONC SLAB PER (1) #5 FROM FTG TO «® m« `a�� ;z U_ 8"x12" THICKENED nA '° ° • SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. #5 CONT. < PER MFG SPLICE GROUT CELL U) ! + a..P I ° IREINFORCEMENT SEE SOLID PER PLANS FOUNDATION PLAN °° W Ps"ti GRADE w °° ° ° ° A I .I. a . ° I— °'1' I' f FOR QUANTITY I Q - Z ° ° „�......:� w °ate THRESHOLD PER MFG 44 °. cn .� .d' , 5 x 25" x 25" CORNER ,. °''e' A O t # U, r z r THICKENED EDGE _° a o Uj 1,f4 aA ° RONE FOR EA. Q _ �� HORIZONTAL I= 4. CONC. SLAB PER w - a REBAR TYP. U.N.O. FOUNDATION PLAN _� I I— — — — —_ — w o 1- ° .v .,�°. a, .°a —III---�-I °. n °.e a .'4I. ..O %�� _ -- —_ I.: z - _ _ _ �.I ww ° e �q.. A ,a �I _ .r�� ° ° _I�I. =.. — a ° � L✓ .. _�....a. �`° 1-1 I —z Q °. _ _ _ J (2) #5 BARS CONT. 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I= I — — - r. �° 4 (FRONT VIEW) PVC SLEEVE = I I =I I I=� I- I�III I I IIII I PIPE VERTICAL THRU FDN ;III d °° TYPICAL FOUNDATION PENETRATIONS III -1 I 1=� I I NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FILLER a Q' u.T EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" _ � ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE ILLO 4„ O0 W CONNECTION U i O Z F_ = F_ O �•• GARAGE J H TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE W z W _ _ ~ Z p 0 TOP VIEW @ CORNER FILLED SOLID SEE ELEVATION CONC. SLAB PER LU O CMU BASE w/ (1) #5 Z W = U_ FOUNDATION PLANGARAGE O WALL VERTICAL @ EACH BEYOND CORNER. SEE FSR. PLAN FOR BASE SIZE Z °. DRIVEWAY BY SEE FOUNDATION FOR ..'I O� BUILDER- CONCRETE 11 M OR PAVERS PAD SIZE CONC. SLAB OR n' I 4 a. ° Uj w PAVERS PER PLAN ° L... °n O °°.J C Z J 0 p _ -_ -- CLEAN COMPACTED A Illr FILL @ 95% STANDARD O A4 ` I 1 poop DENSITY _ — — — -1 ° ° 8° 3" COVER TYP. 8" x 8" THICKENED l CLEAN COMPACTED — 4. ° L�°�•�, 1 �'� Q 4 EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD— . DENSITY- 1713 THICKENED EDGE @ GARAGE DOOR fiFl FOOTING @ ENTRY MASONRY COLUMN TYPICAL STEP FOOTING DETAIL NOT USED 3/4"=1'-0" TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 1\ % 3/4"=1'-0" 3/4"=1'-0.. TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION 4- 81, CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — —4 FINISH PER ELEV. CENTERED AT PIPE I I—I = —I I — CONC. SLAB PER II FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I (__ FINISH FLOOR ELEV.PENA FINISH FLOOR OD°4 � — I — I=- - PIPE ETRATING PENETRATING PIPE GRADE—SEE FDN I_ • a ° I - PLAN FOR I- - !_ - °,. . n LOOP TIE (TYP.) ° n —I=rI= I I � SIZE &REINF.o In , PIPE PERPENDICULAR TO FND I — TOP (2) #5 x 4' -0 PVC SLEEVE MIN. I— I_I -- -- -FOOTING PER PLAN - z+, _— I —I - —1 L=I —I—I CENTERED AT PIPE =1 I -----III—III- u' � I. PVC OR SCH40 SLEEVE DIAMETER TO BE 2 PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN -I_.� i i I I I III—I THAN THE FILL @ 95 /o STANDARD _I _ SEE FDN PLAN PENETRATING PIPE (SIDE VIEW) DENSITY �— I— FOR SIZE III---� 1—III_ &REINF. I= I — — - r. �° 4 (FRONT VIEW) PVC SLEEVE = I I =I I I=� I- I�III I I IIII I PIPE VERTICAL THRU FDN ;III d °° TYPICAL FOUNDATION PENETRATIONS III -1 I 1=� I I NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FILLER a Q' u.T EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" _ � J Q Q ILLO W O0 W 06 U � z�i� O Z F_ = F_ O �•• 0 H U��. W z W Q z ~ Z p 0 0 O U U a LU O Z W = U_ O Q 1j U i C O U Z O� 11 C Z J 0 p J A Illr L( W O 1 poop N 0Ly 2 WO cp H�F- c STRUCTURAL ENG CFG/ BAD -- L DRAFTING _ _ -STRUCT: TL u_.... _. - -- 2 QC CHECK: CC --- --- _ JOB No. TM - 2150611 0 SCALE. AS INDICATED DATE: 06/03/2015 d LU JI 4• 4 4 LJ. JI All © 4 n. W z ENTIRE COLUMN TO a - BE GROUT FILLED W U.N.O. U) 1.4 i f d 4 ffi4. PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c 1) #5 VERTICAL IN f 'ROUT FILLED CELL (IF !EQ'D PER PLAN) F TOTE: SEE MD08 ON INTEL PLAN FOR kDDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL 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. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. 6F1 - KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA, ANCHOR CENTERED BLOCKING PE WALL SCHEDI GARAGE WALL MIN. 2x4 SPF #2 KNEE-----�'-� BEYOND or 2x6 P.T. BUCK EACH Q SIDE OF OPENING jj z r (5) 3/8" DIA. J -BOLT W/ THREADED RI 5-1/2" EMBED. AT EA. PLANS. MIN. 6 DOOR BRACKET, EA. END OF BRIG. SIDE OF DOOR. MASONRY WF PROVIDE 1-1/2" x3/16" STRUCTURALFOR THICK WASHER W/ EA. BASE PLATE ANCHOR. (1st BOLT TO CONNECTION BE 8" MAX. ABV. CURB, WALL SCHEDI REST EQ. SPACED NOTES -24" O.C.) SHEATHING ON BOTH 1/2"=1 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 PLAT` 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 BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0 SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH 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 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP ` F CONT. ROOF SHEATHING NAIL PER PLAN �/ '• PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p 1111 jj D TO TOP CHORDS OF TRUSSES BELOW WHEN��, BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. �I / 1 PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H A 2x PLATES OVER ROOF DECK PER VALLEY K FRAMING DETAIL �. DOUBLE TOP PLATE / B SIMPSON H3 H4 OR H5 @ EA. END OF TRUSS OR C Hj RAFTER / COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN 4 aCURVED ROOF TRUSSES PER PLAN OR CURVED G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBED. FOR HOLLOW BLOCK OR 3 1/2" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM PT BASE PLATE 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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D AD 2x BUCK DETAIL I� — (2) 2x TOP PLATE (2) 2x PLATE —� O SIDE &TOP NAILER OTHERWISE SP2 CLIPS PRE -CAST LINTEL PER ILL! PLAN h-- (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 USED, USE 1/4" x 4-1/2" „ TAPCONS; SEE NOTES 2x$ 3/16" x 3" 12" O.C. 2 FOR SPACING MIN. 2x4 SPF #2 KNEE-----�'-� � or MIN. 2x4 SPF #2 KNEE Q WALL WITH STUDS @ jj z r - SHEATHING PER PLAN WALL WITH STUDS @ SPF CONT. 16" O.C. W/ / — TYP. TRUSS TO FRAME &FRAME (2 ) 2x #2 SYP SEE PLAN 16" O.C. W/ .x4 3LOCKING ATTACH TO STRUCTURALFOR Z FASTEN PT 2x NAILER BEAM SIZE STRUCTURAL WITHIN 10'-0" OF THE SHEATHING ON BOTH : J NOTES I SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF FRAME OUT TO BLOCK 4. O i I-- SIDES FROM TOP OF JAILS WALL TO BOTTOM OF TO MASONRY NOTES: I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER J RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE OTHER STUD TO NAILING SCHEDULE O SIDE &TOP NAILER OTHERWISE SP2 CLIPS PRE -CAST LINTEL PER ILL! PLAN h-- (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 USED, USE 1/4" x 4-1/2" „ TAPCONS; SEE NOTES 2x$ 3/16" x 3" 12" O.C. 2 FOR SPACING 1/2"=1 FLUE PER MANUF. � or CHIMNEY CAP Q LU jj z r - SHEATHING PER PLAN CLEAR BETWEEN FLUE STRUCTURAL " / — TYP. TRUSS TO FRAME &FRAME SHEATHING` ` CV CONNECTION PER Z Z FASTEN PT 2x NAILER STD. CONNECTOR ) WITHIN 10'-0" OF THE CONNECTION PER : J NOTES C) Q NEAREST ROOF STD. CONNECTOR Z FRAME OUT TO BLOCK 4. O i I-- NOTES ®/ EDGE AS REQ'D TO MASONRY NOTES: Q (1) SPH4 EVERY J EDGE ATTACHED PER I OTHER STUD TO (2) 2x TOP PLATE 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R � V DOUBLE TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN ( �� (2) 2x #2 SYP SEE PLANO.C. & 6" FROM EACH Z 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, w Z FOR BEAM SIZE END , Lo I IF OPENING PROVIDED 11 0 I PER PLAN) FLASHING FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM 0� 0 MIN. 2x4 SPF #2 KNEE 2x PT BOTTOM + + WALL w/ STUDS @ 16" PLATE I O.C. w/ STRUCTURAL ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK w SHEATHING FROM i 0 � TO TOP CHORD; NOTE PRECAST LINTEL OR l TOP OF WALL TO 3. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, O CL Ix C3 KNOCK OUT COURSE °a ATTACHED PER W W) 0 1 NAILING SCHEDULE 0 00 0 STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN U OTHERWISE SP2 CLIPS MASONRY WALL m 31- 0wZ THIS CASE. Z U -_ W >- � 0 0 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x p U) CL BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" J W STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TL — O.C. @ EACH SUCCESSIVE BUCK m CC JOB No. TM - 2150611 SCALE: (1) 2x OR (2) 2x BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME DATE: 06/03/2015 TBD BY BUILDER OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S LL o SPECS 0 -. _.-.... _ N W LU LL O W 1/2"=1 FLUE PER MANUF. � or CHIMNEY CAP SPECS W/ 2" MIN. LU jj z r - SHEATHING PER PLAN CLEAR BETWEEN FLUE STRUCTURAL " / — TYP. TRUSS TO FRAME &FRAME SHEATHING` ` CV CONNECTION PER Z Z TYP. TRUSS TO AME - STD. CONNECTOR ) WITHIN 10'-0" OF THE CONNECTION PER : J NOTES C) Q NEAREST ROOF STD. CONNECTOR Z FRAME OUT TO BLOCK 4. O i I-- NOTES ®/ EDGE AS REQ'D EXT. SHEATHING FRAME OUT TO BLOCK (1) SPH4 EVERY J EDGE ATTACHED PER I OTHER STUD TO (2) 2x TOP PLATE NAILING SCHED. 1/2" x 8" ANCHOR BOLT � V DOUBLE TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN ( �� (2) 2x #2 SYP SEE PLANO.C. & 6" FROM EACH Z FOR BEAM SIZE (ONLY FOR BEAM SIZE END , Lo I IF OPENING PROVIDED 11 0 I PER PLAN) FLASHING NAILS TO BOTTOM MIN. 2x4 SPF #2 KNEE 2x PT BOTTOM + + WALL w/ STUDS @ 16" PLATE I O.C. w/ STRUCTURAL C Z + SHEATHING FROM i 0 � TO TOP CHORD; NOTE PRECAST LINTEL OR l TOP OF WALL TO BOTTOM OF WALL. Ix C3 KNOCK OUT COURSE °a ATTACHED PER W W) 0 1 NAILING SCHEDULE 0 00 0 C4 OTHERWISE SP2 CLIPS MASONRY WALL m 'x BUCKS, AT TOP AND SP1 CLIPSBUILDER FRAME AT BASE ARE REQUIRED fiFO 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, SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS JfB01 A/C IN TRUSSES u MIN. 24" MAX 48" -----I- RADIUS AS REQ'D fiFO KNEEWALL AT UPSET BEAM fiFO� 3/4"=1'-0" 3/4"=1'-0„ ROOF SHEATHING ATTACH PER NAILING SCHEDULE 12 SEE PLAN ^ " STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY r----- — — — — 2x4#2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT A/C UNIT AND PAN RUNS. TYP EACH SIDE y BY SUPPLIER MIN. 24" CONDENSATE MAX 48 DISPOSAL BY A/C SUPPLIER -- CONNECTION TO BE i— — — — _ _ _ = SUPPLIED BY A/C COMPANY BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END 3/4"=1'-0" AT TOP AND SP1 CLIPS <. AT BASE ARE REQ'D KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION ,. TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO a.: 6— — i \ *1 RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID PRE -MANUFACTURED FLUE PER MANUF. � CHIMNEY CAP SPECS W/ 2" MIN. LU jj z r 04 CLEAR BETWEEN FLUE cue®aLIM C�� O TOP OF CHIMNEY MIN. &FRAME r� rr�� V^~ Z ` CV 2'-0" ABOVE A POINT Z Z ) WITHIN 10'-0" OF THE 4 : J GALVANIZED FLASHING C) Q NEAREST ROOF U Z ` 4. O i I-- 0 0 � got - EXT. SHEATHING (1) SPH4 EVERY J O LL ATTACHED PER OTHER STUD TO NAILING SCHED. � � V DOUBLE TOP PLATE 2x4 FRAMED CRICKET �� 2x4 VERTICAL @ 24" ��. Z W/ GALVANIZED , Lo O.C. MAX. w/ (4) 10d 11 0 FLASHING NAILS TO BOTTOM 0 + + CHORD & (3) 10d NAILS C Z + f� i 0 � TO TOP CHORD; NOTE W w ------- WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR IF WALL HEIGHT IS (4) 16d COMMONS ELEV 0'-0" BETWEEN 4FT & 8FT, + NAILED @ EACH END USE 2x6 SYP #2 STUDS ++ CONC. SLAB .� . 4 1\ VERT REINF. BEYOND C SEE FOUNDATION _ _ � GALVANIZED FLASHING -- 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO1-11I I I III= + 16d COMMONS END 2x4 BLOCKING W/ (2) '+ NAILED TO VERTICAL I—i f 16d COMMONS END 2x4's MASONRY WALL PER NAILED TO VERTICAL 2x4's + + + + TRUSS PER PLAN (C �MoCHIMNEY FRAMING DETAIL 3/4"=1'-0 Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A% II= PLAN SEE FOUNDATION DETAILS FOR FTG INFO 2 w' F fiso TYPICAL ONE STORY CMU WALL SECTION �SOCIATES, LLC is strictly prohibited. 3/4"=1'-0" ) J � LU jj z r 04 M cue®aLIM C�� O U r� rr�� V^~ Z ` CV xma Z Z ) am 4 : J d �„, C? • � , C) Q W U Z ` 4. O i I-- 0 0 � got - V Lu Lu J O LL ) J � LU jj z r > M z IJ c O U r� rr�� V^~ Z � !i ^ ffi j ) am 4 ) J � LU > C] 06 W r� rr�� V^~ Z � !i ^ ffi j Z 4 : J W C) Q ~ • LU J Z Z 4. O i I-- W 0 � C V Lu Lu SD2 I C � � V Z Lo 11 0 0 C Z i 0 � J Ix C3 W W) 0 1 0 00 0 C4 m 31- 0wZ -_ W >- � 0 0 a 0 CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TL — QC CHECK: CC JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 SD2 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 CONTRACTOR TO FIELD VERIFY WHICH - TRUSS OUTLOOKER (MAX. ROOF SHEATHING PER DOUBLE 2x TOP PLATE PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. FASTEN SIDE WALL END NAILS EA. END FOR ADDITIONAL INFO AS REQ'D SHEATHING PER PLAN. O.C. MAX. w/ (2) 16d 'I v SIMPSON A23 @ EACH A35 DIAGONAL TO (5) 16d NAILS BRACE V-9" MAX. TO BLOCKING / EXT. SHEATHING; PROVIDE 2x BLOC GABLES w/ OUTLOOKERS @ 24" O.C. ATTACH PER PLAN JP 2x4 BLOCKS, (2) 16d d FRAME WALL CONNECTION 31/4" HOLD SEE GABLE CONNECTION DETAIL 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS H CONTRACTOR TO FIELD VERIFY WHICH 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER CONDITION IS REQUIRED. CONTACT EOR PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE END NAILS EA. END FOR ADDITIONAL INFO AS REQ'D 2x4 BLOCKING (2) 12d O.C. MAX. w/ (2) 16d 'I v SIMPSON A23 @ EACH A35 DIAGONAL TO IV WHERE O.H. IS > 1'-0", DROP V-9" MAX. TRUSS PER PLAN / BRACE TO PLATE TRUSS BOT. CHORD PROVIDE 2x BLOC GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d d Lj 31/4" HOLD SEE GABLE CONNECTION DETAIL 1/2" J -BOLTS w/ O.C. MAX. 45° FROM FOR NAILING CLIP, (2) 8d NAILS W PT 2x8 PLT., CANT. FOR CHORD OF EACH U -- WASHERS (MIN. 6" TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. 0 CLG. NAILING SURFACE Q � 0 OUTLOOKER EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ Cj (2) 16d TOE NAILS LSTA12 & (5) 8d NAILS A -A GABLE VERTICAL BRACING 2x6`' ee ¢ 0 BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM Z 6' FROM EAVES.-� w "�® ' ee w� C Z _j J MAX. ATTACHMENT w/ (3) 10d > 0�_j = SHEATHING TO BLOCKS W/ 8d NAILS @ O.C. CONNECT TO DROP GABLE WITH DOUBLE TOP PLATE EA.DIAG. AS SHOWN. SHEATHING PER PLAN z TOENAILS EA. END lu U) PROVIDE 16d NAILS= LL000I CD E (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.W. .j FASTEN ROOF GABLE END TRUSS TO EXT. FINISH PER ARCHS c 2x TOP PLATE TO TRUSS PER PLAN 7 U_ PLT.@12" O.C. MAX. TRUSSES _j a �¢ = U GABLE END W/ 16d iI LO SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. (L A o m NAILS @ 6" O.C. - U' 0 � N m O FRAMING FOR FALSE L L TO BOTTOM CMU WALL OR LINTEL a. BEAM, IF REQ'D w/ (3) BLOCKS w/8d NAILS SEE ELEV. FOR J BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS END w/ NUT & WASHER UJI Qo= BRACE CMU WALL PER PLAN DTC CLIP, (2) 8d NAILS TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ MSTAM-24 TYP. EA. @ 6" O.C. #5 CONT. SINGLE BASE & TOP Q 2x8 #2 SYP PT, BASE PLATE w/ PLYWOOD FALSE BM PER PLAN 3/16" x 2 3/4" TAPCONS SHEATHING COVERING IF REQ'D PLATE W/ 1/2" x 8" CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS VARIES RAKED DOUBLE TOP ' PLATE ,TE: PROVIDE ADDIT'L CEILING NAILER AS LICKING AS REQ'D REQ'D R HIB -91 & TRUSS ,NU.'S DRAWINGS; 2x8 #2 SPF STUDS @ ILING GYP. BD. IS 16" O.C. TYP. 4 ,T A DIAPHRAGM 2x8 #2 SYP PT BASE PLATE EO�\ GABLE END aa.. VAULTED CEILING FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" H GABLE BRACING + 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE END NAILS EA. END 2x4 OUTLOOKER @ 24" 2x4 BLOCKING (2) 12d O.C. MAX. w/ (2) 16d 'I v END NAILS TO TRUSS Z WHERE O.H. IS > 1'-0", DROP V-9" MAX. TRUSS PER PLAN / VARIES RAKED DOUBLE TOP ' PLATE ,TE: PROVIDE ADDIT'L CEILING NAILER AS LICKING AS REQ'D REQ'D R HIB -91 & TRUSS ,NU.'S DRAWINGS; 2x8 #2 SPF STUDS @ ILING GYP. BD. IS 16" O.C. TYP. 4 ,T A DIAPHRAGM 2x8 #2 SYP PT BASE PLATE EO�\ GABLE END aa.. VAULTED CEILING FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:!:- 7'-0" W 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:6H:614'4114'" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d (FRAME WALL SHOWN; Q FOR REQ'D MAY ALSO 'I v O Z WHERE O.H. IS > 1'-0", DROP RAFTER & A35 ON ADJ BE i,��? CONNECTIONS MASONRY) w o ". GABLE BRACING @ 48" PROVIDE 2x BLOC GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d d Lj PER PLAN SEE GABLE CONNECTION DETAIL SHEATHING PER PLAN O.C. MAX. 45° FROM FOR NAILING CLIP, (2) 8d NAILS W --- GABLE VERTICAL• . • CHORD OF EACH U -- 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. 0 o r : Q � 0 OUTLOOKER CONNECTIONS Cj (2) 16d TOE NAILS LSTA12 & (5) 8d NAILS A -A GABLE VERTICAL BRACING 2x6`' ee ¢ 0 BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Z 6' FROM EAVES.-� TRUSS PER PLAN "�® ' ee w� C Z _j J DOWN FOR > 0�_j SEE PLAN FOR4� SHEATHING TO BLOCKS W/ 8d NAILS @ O.C. CONNECT TO DROP GABLE WITH DOUBLE TOP PLATE EA.DIAG. AS SHOWN. SHEATHING PER PLAN 2x4 ATTACHED TO EA. lu SUPPORT AND TIE SHEATHING PER PLAN LL000I GABLE 2x4 BRACE WITH E (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.W. DOWN OF JACK FASTEN ROOF EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN 7 (2) 10d NAILS PROVIDE BLOCKING TRUSSES _j a LO SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. (L BETWEEN TRUSS BAYS - U' 0 � N m - - w LU TO BOTTOM O.C. AND 6" FROM EA. BLOCKS w/8d NAILS SEE ELEV. FOR J NII 2x8 #2 SPF STUDS AT END w/ NUT & WASHER UJI Qo= 16" O.C. CMU WALL PER PLAN DTC CLIP, (2) 8d NAILS MSTAM-24 TYP. EA. @ 6" O.C. O.H. SIZE Q 2x8 #2 SYP PT, BASE SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN CL PLATE W/ 1/2" x 8" CENTERED BETWEEN LINTEL SEE PLAN �" IN CMU. OR SIMPSON ' ANCHOR BOLT OR FRAME AND CMU SEE CONT. 2x4 META16 lo E- TITEN HD @ 32" O.C. & WALL SPLICE DETAIL DRAFTING 6" FROM EACH END FOR REQ'D FLASHING STD CONDITION @ CMU VAULTED CONDITION @ CMU . QC CHECK: WHERE O.H. IS > 1'-0", w JOB No. TM - 2150611 SCALE: AS INDICATED 2x4 DIAGONAL BRACE DATE: DROP END GABLE w/ 0 @ 48" O.C. TO 3RD OUTLOOKERS @ 24" � w Z \ BAY REQ'D w/ O.C. TO RUN BACK TO STRONGBACK, SEE 1ST COMMON TRUSS w CHART WITH (3) 12d TOENAILS. 0 OU ~ �" GABLE BRACING (+) CONNECT TO DROP SEE CHART GABLE WITH H2.5 CLIP. z Z U 0 MAX 2'-0" O.H. PROVIDE 2x4 BRACE _ =� LLI TO EA. ADJ. DIAG. m FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 16d NAILS. PER CHART p (5) 16d NAILS BRACE 2x4'S @ 24" O.C. p GABLE BRACING @ 48" _ TO BLOCKING GABLE END U_ o O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE SHEATHING FASTEN o - -- FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN w � SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 2 H W 45° PER PLAN. 16d NAILS. LL O SIMPSON H10A DIAG. co TO BLOCKING O 0� kt..III1#11 w o 0 `' "'% a GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:!:- 7'-0" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:6H:614'4114'" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE GABLE END BRACING 2x8 RIDGE BOARD @ 48" O.C. FOR FIRST 30 SEE GABLE X. v �' 4 �— 2x4 BRACE IF REQ'D n_04 N� W BAYS WALL PER PLAN 0 CONNECTION DETAIL 0 p0 P FOR NAILING EACH END (TYP.) SEE CHART. 2x4 BLOCKING (2) 12d (FRAME WALL SHOWN; Q FOR REQ'D MAY ALSO 'I v O Z Z RAFTER & A35 ON ADJ BE i,��? CONNECTIONS MASONRY) w o ". GABLE BRACING @ 48" PROVIDE 2x BLOC @ 6 O.C. STRONGBACKTO TDIAGONAL " s d Lj PER PLAN SEE GABLE CONNECTION DETAIL SHEATHING PER PLAN O.C. MAX. 45° FROM FOR NAILING CLIP, (2) 8d NAILS W --- GABLE VERTICAL• . • CHORD OF EACH U -- FOR REQ'D INTO BLOCKING, (4) 8d HORIZONTAL (+/- 10°) BRACE NOT REQUIRED VALLEY RAFTER 0 o r : P\�F. J � 0 OUTLOOKER CONNECTIONS Cj (2) 16d TOE NAILS LSTA12 & (5) 8d NAILS A -A GABLE VERTICAL BRACING 2x6`' ee ¢ 0 Q O BRACE TO LEDGER 10d COMMON NAILS @ 8" O.C. Z 6' FROM EAVES.-� TRUSS PER PLAN "�® ' ee w� C Z _j J DOWN FOR > 0�_j SEE PLAN FOR4� DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 ATTACHED TO EA. lu SUPPORT AND TIE SHEATHING PER PLAN LL000I GABLE 2x4 BRACE WITH DOWN OF JACK EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN 7 (2) 10d NAILS PROVIDE BLOCKING TRUSSES _j a LO (L BETWEEN TRUSS BAYS 0 U' 0 � N GABLE END BRACING 2x8 RIDGE BOARD @ 48" O.C. FOR FIRST 30 SEE GABLE 1 11 v PROVIDE 2x BLOCKING �— 2x4 BRACE IF REQ'D VALLEY. FASTEN w/ (5) BAYS WALL PER PLAN 0 CONNECTION DETAIL 0 p0 P FOR NAILING EACH END (TYP.) SEE CHART. 2x4 BLOCKING (2) 12d (FRAME WALL SHOWN; Q FOR REQ'D MAY ALSO 'I v O ON (1) SIDE OF ---_— 10d COMMON NAILS (1) A23 FROM RAFTER & A35 ON ADJ BE i,��? CONNECTIONS MASONRY) w o ". EACH END.AT 24" O.C. @ 6 O.C. STRONGBACKTO TDIAGONAL (TYP.) (END NAIL PLTS. 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*'k* ~ �- o � Z U - . 0 PER PLAN TO STUD) SHEATHING PER PLAN Q o CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d --- GABLE VERTICAL• . • CHORD OF EACH U -- INTO BLOCKING, (4) 8d -- _ -- 2ND 2x4 BRACE IF x REQ'D, SEE CHART VALLEY RAFTER 0 C �' Iu� P\�F. J VALLEY TRUSSES) TO _– OUTLOOKER O Cj (2) 16d TOE NAILS LSTA12 & (5) 8d NAILS A -A GABLE VERTICAL BRACING 2x6`' @ EA. RAFTER TO PLT. 0 W/ (2) 12d END NAILS BRACE TO LEDGER 10d COMMON NAILS @ 8" O.C. Z 0 HOLD WALL 3-1/2" @ EACH END C Z 0 DOWN FOR GABLE END BRACING FlPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS Eft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH Mr END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 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. FO TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 6" 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 r-�' NOT USED 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. �gUILD�j4,G x ) S5 0 2 i 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF v PROVIDE 2x BLOCKING i VALLEY. FASTEN w/ (5) w 10d COMMON NAILS @ FOR NAILING EACH END (TYP.) C 2x4 BLOCKING (2) 12d w 0 (2)16d NAILS PLT, TO O ON (1) SIDE OF NAILS, TOENAILED @ RAFTER & A35 ON ADJ STUD TOP & BOTTOM RAFTER TO OPP SIDE EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. FASTEN SYP OR SPF PER PLAN TO STUD) SHEATHING PER PLAN W��¢ Z TRUSS PER PLANDTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d _ CHORD OF EACH TRUSS BELOW INTO BLOCKING, (4) 8d END NAILS @ EA. VALLEY RAFTER 2x4 #2 SYP P.T. FRAMING (OR PRE -ENG P\�F. J VALLEY TRUSSES) TO NAILS INTO TOP PLATE OUTLOOKER O BLOCKING @ 24" O.C. (2) 16d TOE NAILS LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER Z HOLD WALL 3-1/2" @ EACH END C Z 0 DOWN FOR > 0�_j 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN NAILS @EACH WEB lu SHEATHING PER PLAN LL000I EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN 7 Z : O ATTACH PER PLAN LO (L FROM TOP OF WALL 1/2" x 8" J -BOLT @ 32" � N m w LU TO BOTTOM O.C. AND 6" FROM EA. j V 0 W Lr NII 2x8 #2 SPF STUDS AT END w/ NUT & WASHER UJI Qo= 16" O.C. CMU WALL PER PLAN DTC CLIP, (2) 8d NAILS MSTAM-24 TYP. EA. n INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT, BASE SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN CL PLATE W/ 1/2" x 8" CENTERED BETWEEN LINTEL SEE PLAN �" IN CMU. OR SIMPSON ' ANCHOR BOLT OR FRAME AND CMU SEE META16 lo STRUCTURAL ENG: CFG / BAD TITEN HD @ 32" O.C. & WALL SPLICE DETAIL DRAFTING 6" FROM EACH END FOR REQ'D FLASHING STD CONDITION @ CMU VAULTED CONDITION @ CMU FlPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS Eft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH Mr END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 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. FO TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 6" 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 r-�' NOT USED 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. �gUILD�j4,G x ) S5 0 2 i 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF v WAY UP HEIGHT OF i VALLEY. FASTEN w/ (5) w 10d COMMON NAILS @ EACH END (TYP.) C 2x6 RAFTER TO 2x8 w 0 RIDGE BOARD W/ A35 O ON (1) SIDE OF Z�� RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU �Q SHEATHING PER PLAN W��¢ Z W/ 1/4"x4-1/2" SIMPSON z SDS SCREWS TO TOP _ CHORD OF EACH TRUSS BELOW — FASTEN CONV. 2x -1 VALLEY RAFTER Ln FRAMING (OR PRE -ENG P\�F. J VALLEY TRUSSES) TO = 2x PLATE WITH O SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. FlPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS Eft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH Mr END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 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. FO TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 6" 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 r-�' NOT USED 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. �gUILD�j4,G x ) S5 0 2 i ) v i w ��maa C Z�� 0 �Q W W��¢ Z z _ W 0 W 1 0 Ln LU = F. O ) v i C U _ Z 1 0 Ln 11 = F. O Z C Z 0 > 0�_j 0 LL000I O LO � N m j V 0 W Lr UJI Qo= CL lo STRUCTURAL ENG: CFG / BAD DRAFTING —STRUCT: TL . QC CHECK: CC JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 SD3 NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: W PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 1 Od @ 3" O,C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN F - LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 0 TOP PLATE WIDTH 2 1/2" EDGE OUTSIDE (2) 2x4's BOTTOM PLATE w/ (4) 4 INSTALL SIMPSON PROVIDE 2x4 ON TOP )TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER ��fAIL 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE �'� — PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & FRAMING PLAN TOP PLATE ATTACH W/ + NAILS TYP. TOP & BOT. (2) 10d NAILS O.C. ATTACH PER NAILING PATTERN ON THIS❑ 10d x 3" Q + + DOUBLE 10d @ 3 O.C. (SOLID BLOCK W/ 2x6) DETAIL 10d x 3 COMMON w TOP SPLICE r— I Z � p ❑ 2 1/2" z w C� 2„ CL z ❑ w 2 1/4" (� iv z w W 1 1 /2" W N z 1 -' Ulo oo z N - .`- U N F¢ Q W O 2x4 BEYOND AGAINST �8" _ -- N N d Q cn ❑ F- M 2x8 STUDS �ti N N 10d x 3" COMMON�� w °p D CL ATTACH 2x STUDS TO z C) TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. O (9 N p Q U NAILS ((2) ON EA. SIDE) AT CORNER SIDE UO U U p U 1 O x 3" OPP. SIDE C) TYP. AT ALL EXTERIOR z I I a I I a I I zFn a m ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE V CL Q TOP PLATE W/ (4) 16d 70 CORNER STUD a ao 00 X PACK w/ (4) 1 O NAILS U) O NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIORLL CONDITIONS FRAMING PLAN 10d x 3" COMMON 0 TOP SPLICE OPP. SIDE CE DISTANCE PER o DETAIL T1_ ___ __ _.._... Lil-lo BOTTOM SPLICE OVER N STUD DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION (2) 2x4s (2) 2x6s (2) 2x8s w „ sIDEPLY NAILS NAILED AT $ o/c PLATE () „ W W TOP PLATE TRANSITION 2 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2x'sfi W � FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN z arrrrrrrr11�bj w ,* 3/4"=1 -0 2x DBL TOP PLATE MIN. 15/32" SHEATHING INSTALLED 3/8„ SHEATHING PER PLAN '4�e �' 0 w „ BEYOND CY 72 VERTICALLY. MIN 7/16" SHEATHING p O NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS � :` z z INSTALLED HORIZONTALLY U_ z @ 3" O.C. ROOF SHEATHING, °' g U — — — — rr — -n — — rr — I p = ® NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON I' x A' =NAIL SPACING O S FASTEN PER PLAN ,! + J a r w O k R C B ROOF SHEATHING, Otr `SC' ROOF SHEATHING, Q Q NAILS @ 3" O.C. / 2 F '9 2 F q I- w < T k R eT FASTEN PER PLAN i "p' ' 0:1 �°'� ,`' �, Q � — I I — I I — I I W = O � NAIL OPENING COMMON NAILS @ 3 C PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" ��GTti T��S FASTEN PER PLAN �FNG y jR�s �'i e e.a® a�: J p _IL_— — — — �, z = O,c s oc s o ��e LL III I I I I I I NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON — o 0 0 oy oy 2x4 FRAMING @ 24 ?� J�0/,r. Iliad WALL SHEATHING p w SPLICE, SEE SPLICE = PLANS STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. W III OPENING III I I I I I DETAIL. MAX 1/8" O 2x4 #2 SYP CONT. w/ (2) J 4 I I SPACE BETWEEN w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS a PANELS = 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO 4 O.C. PROVIDE (4)10d x3 NAILS AT JOINT EA. STUD OR TRUSS 0 III 3 III I I I I I I W O HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING @ NAILS AT JOINT MEMBER, TYP. (MAX. OU III TYP. III I 11 11 j 0 TOP & BOTTOM STUD PER PLANTRUSSES a 2x SCAB w/ 1 Od NAILS` 24" O.C.). IF MASONRY, z �r, , M1 III AROUND III I I I I I I 2x STUDS BEYOND, 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. USE (2) 1/4 TAPCONS Q OPENING I I I I I I I I SEE PLAN FOR MORE p Q " VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION _ w/ MIN. 2 EMBED. @, — INFO w Z � O SHEATHING & GYPSUM WALLBOARD PER PLAN °" 2x FASCIA PER PLANTRUSSES 2x FASCIA 24" O.C. w o I I r III I f- -TI III I I I I I I w =BLOCKING (2) 8d TOE NAILS TO 8d TOE NAfLS ~ �- L O ' z I I I I I I I I I I I I I I U)¢ O NOTE: " CMU WALL PER PLAN TRUSS CONNECTION (2) c I I I (( ❑ _ p 15/32 OR 7/16" PLYWOOD / O.S.B. TO BE USED AS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER TRUSS PER PLAN _ o U) cn CO UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. 2x4 PT LEDGER W/ U z " ' I— L J I_ LL — — — = �i O0 w N 1/4" x4" TAPCONS 12" 2x4 LEDGER W/ (2) 16d w — — — — — _ — — — — — — — p EXCEPT AS NOTED ON PLANS. NAILING PER @ 2x FRAME WALL PER �7 v � SCHEDULE O.C. PLAN NAILS @ 16 O.C. U) U — — — — — FLOOR SYSTEM w SHEATHING SPLICE NOTE: SAME THICKNESS AND SEE ELEV. FOR SEE ELEV. FOR z' — — — — — — — 2x4 BLOCKING PLACED O + °' WALL OR TRUSS, SEE STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS O.H. SIZE O.H.SIZE FIT\ 2x BOTTOM PLATE FLATWISE (2) 16d U OPENING TO SIZE 1 BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END T p PLAN (TRUSS SHOWN) > '� ■� a EXTERIOR SHEATHING TO BE HELD UP 1!8 THUS NOT SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDI1 ION @ FRAME WALL � SHEATHING DIAGRAM TO BEAR ON MASONRY OR CONCRETE UNLESS FELT 0f m PAPER IS PRESENT, 1/8" GAP BETWEEN SHEETS OF L fi F1 EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED F1 TYPICAL SCAB OVERHANG D02 LEDGIER @ LOW ROOF 0 N.T.S. 3/4"=1'-0" 1-1/2"=1'-0" j SEE ROOF SHEATHING, 2x4 #2 SPF z (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. Q _jPLAN NAIL PER PLAN DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS U_ W Q CONNECTION CONNECTIONEACH END O p SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE x z F... @ EACH STUD 12d NAILS @ EACH END *+ 06 _ ....6� _._ _......_ 2x12 BOX HDR w/ 2x8's XX O W U � •. TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL1z U Z PRE-ENGINEERED SIMPSON LSTA30 W/"` 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL zz @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. O j LU FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS _ .j .� SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF *+ ` (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z SEE PLAN FOR NAIL PER PLAN TALLER STUD) @ 2x4 #2 SYP P.T. @ EA. MORE INFO & + + n/ O N 1/4" x 4" TAPCONS TRUSS MEMBER * ROOF SHEATHING = LL CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1Od NAILS @ STAGGERED x x CONNECTION INTO TRUSS & (3) 12d EACH VERTICAL x % + +w W Q 2x BRG WALL, SEE U I - TOENAILS INTO OTHER SEE WALL CLIP DETAIL W PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN z O SPACING. MIN 2 2x SEE FLOOR PLAN FOR TRUSS FOR MORE INFO Q❑ O LINTELS LINTELS _ W � MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL UNDER GIRDER TRUSS LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL PER PLAN p U.N.O. @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. U F— `J SHEATHING PER SHEATHING PER U W 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & NAILING SCHEDULE & Q (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r' z W (4) 12d NAILS EACH (4) 12d NAILS EACH — _ .� SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER U) STUD VERTICALLY VERTICALLY W ATTACH 2x TO 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 a PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 Od NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL O SPACING. MIN (2) 2x STAGGERED @ 8 O.C. UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER Q O fi�F�lSECTION @ DOUBLE BEARING fiF1 STEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER z U 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-011 3: Z CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO I=— O C „ BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ z Z ~ STRAP IS NOT REQUIRED. 16" O.C. MAX.; ¢ Z rl O TO GABLE END STUDS w = J CO EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/V SIMPS. SDS W ~ SCREWS @ 16" O.C. Y t MAX.; O LAP BEAM PLYS AND O MASONRY w/ 2x6 PT ❑ O 00 O NAIL AS SHOWN (5) 10dw NAILS PER PLY SYP #2 LEDGER w/ (2) z Cy IIx EXT. BEAM PER PLAN 12 1/4" x 2 3/4" TAPCONS AT (D O ..Z 12" O.C. W F- W HTS20 CLIP FROM SEE PLAN ❑ U J LLQ POST TO BEAM SIMPSON H3 CLIP -------- SHEATHING PER PLAN m W � O Q PLAN VIEW @TOP OF POST 2x4 SYP #2 LEDGER. — F- H (4)1od NAILS FOR � ry PT POST PER PLAN TO STUDSORBEAM w/ CONV. FRAMED (2) 1/4 X 4/ SIMPS. MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16" PLAN O.C. MAX.; U) STRUCTURAL ENG: CFG / BAD .0. 5/8" THREADED ROD w/ TO GABLE END STUDS Q _. O' NUT SET IN ADHESIVE w/ (2) 1/4" X 31 " SIMPS.I DRAFTING: - SDS SCREWS 16"' 4'-0" MAX. @ FASCIA PER Z STRUCT: TL O.C. MAX.; COMMUNITY SPECS w SEE FOUNDATION TO MASONRY w/ 2x4 PT � °W� QC CHECK: CC j PLAN FOR ADDITIONAL SYP #2 LEDGER w/@1/4 PRE-ENGINEERED � JOB No. TM - 2150611 �� 2x4 SYP #2 OR .._. ._ - — SCALE: AS INDICATED � � INFO x 2 3/4" TAPCONS 12" �ANL`�� ROOF TRUSSES @ 24" U)SIDE VIEW @BASE OF POST O.C. O.C. MAX. ° _ _ SIMPSON H3 CLIP DESIGNED FOR_.�� ,„�''� ~ DATE: 06/03!2015_._ SHINGLE ONLY 601 CORNER COLUMN FRAMING (SD�01 TYPICAL SHED ROOF DETAIL NOT USED 3/4"=1'-0" 1/2"=V-0" ,ry .,. SD4 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. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES OL 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 BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN a WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �-- EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. 0'-0" - 4■�4 GRADE �_ • J�✓ \ DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi 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 NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE TRUSS STRAP - SEE PRE-ENGINEERED 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 t REQ'D # OF STUDS TYPICAL TRUSS TO 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 '%Z4 S \FFT SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x 1-1/2" @ 24" O.C. (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS W Q 0 j �O �0 W C) BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET N OR LVL GIRDER COL. EVEN WITHIN FLOOR GIRDER OR MORE INFO AT EA. END NAILED TO PLATE w/ 2 10d AND WINDOW IS w LU FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL H NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d w TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. O NO MOISTURE VSO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS BARRIER (FELT PAPER LESS THAN 4FT: 1 2x z` ®�rv, U-! 't TOE NAILS AT EA. END TOENAILS. OPENING OR SIM IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" SIL PLATE w/ (2) 10d �,® r a 0 OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2X SILL PLATE w/ A35 ARGER TH PENIT 2) .W ®� P' X t (2) 2x SILL AT WINDOW ;'" ca► M. a 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS V % w BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ . Z Z O @ AT EA. END NAILED TO . INFO. CLIPS EACH SIDE w/ 2 �' ~ STRAPS CENTERED @ THAN 4 BUT LESS w/ (2( 10d TOENAILS NSTUD AILS PACK O C1 Od THIEN CRIPPLES @ 16 O.C. Ckgill _j BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD p0 m s Q PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS ;� .�0� COLUMNS 7 10d NAILS & 4 1/4" T&B ( PLAN FOR FLOOR {) O ) ATTACH SILL w/ (2) 10d T&B PLYWOOD ® ,• MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END SHEATHING REQ'D '® t, J O PER BEARING WALL FLOOR TRUSSES ARE y SEPARATE SHEATHING OF SILL (MAX OPENG �T&B) 0�/ U_ UNDER WINDOW _ lwli 11 �, SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35" ,p 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR v1 ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER w COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. r a U' 2 -STORY WALL NAILS (2) SIMPSON LSTA18 / THAN 6 O7 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / \ U (2) SIMPSON META16 LINTEL COURSE OR 1 INFO. FLOOR W/ 14 10d SIMPSON LSTA30 w/ ❑ '?7 ( ) � 2x TOP &BOT. FLOOR TRUSS TO NAILS INTO FILLED CELL USE RIBBONS, CONT. (11) 10d TO STUDS Q REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. ii'j, FOUNDATION PLAN (3) 2x STUD PACK � FOR FTG. EXT. SHEATHING ATTACH PER NAILING \ z INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED a 0 SEE FRAMING PLAN Q - o PER NAILING ATTACH 2x STUDS W/ NOTE: ALL FLOOR FOR FLOOR U SCHEDULE; PROVIDE O TRUSSES TO MOISTURE E P.T. IF SEE FRAMING PLAN CONNECTION O - (2) 16d NAILS @ 6" O.C. 4 2x STUDS w 1/8" GAP BETWEENSTANDARD CORNER A -A BARRIER (FELT PAPER CONNECTIONul`q'"''i' l , U SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE OR SIM) IS PROVIDED PROVIDE BLOCKING FLOOR GRIDER OR ,QCs • MASONRY WALL PESIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM D R O O ■� Q FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY MASONRY WALL SEE FT MAX: DRAFT PLAN FOR MORE INFO o_ STOPPING MATERIALS Z MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fi�0 HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM � BE 1/2" GYP BOARD OR 3/4"=1'4" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 11 ATTACHED PER ATTACH PER. NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING 3/4"=1'-0" H Z 16 O.C. TOP AND BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN UNDER WINDOWS AND ATTACH PER NAILING � J U) 2x4 #2 SYP BLOCKING 2x STUDS @ 16" O.C. 2x STUDS @ 16" O.C. GIRDERS: BLOCK SCHEDULE, O C) SEE PLAN SEE PLAN CONTINUOUS FROM Z @ 48" O.C. W/ (2) 12d SOLID BETWEEN 2x STUDS @ 16 O.C. Q 06 � � � 1,TOENAILS EACH END RIBBONS w/ SIMPSON SEE PLAN TOP OF TOP PLAT O E TO I 2x BOTTOM PLATE W/ SYS. 42 FLOOR 2x BOTTOM PLATE W/ A35 EA. END GIRDER TRUSS PER BOTTOM PLATE. Q W O 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. TRUSSES @ 24" O.C. PLAN Z (2) 12d @ 12 O.C. 2x BLOCKING FOR 2x BOTTOM PLATE W/ U (MAX) BEARING WALL PER O AGAINST TRUSS SHEATHING/ DRYWALL (2) 12d @ 12" O.C. PLAN w VERTICAL @ 48 O.C. PRE -ENG FLOOR ATTACHMENT w/ (2) 12d _ Z) .. W/ (3) 12d NAILS EACH TRUSS OR FIELD TOENAILS EA.END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM T— END FRAME 2x4 KNEE 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE z WALL, STUDS @ 16" 2x4) TO TRUSS w/ (4) 16d NAILS, BOTTOM O.C. W/ (2) 16d NAILS @ 16d NAILS; BOTTOM RIBBON TO BE PT IF TTO DOUBLE 2TRUSS FLOOR w O Q ryNry ~ EACH END SEE RIBBON TO BE PT IF BRG DIRECTLY ON U SYS. 42 FLOOR CONC. SLAB - TRUSSES @ 24" O.C. CONNECTOR BRG DIRECTLY ON CMU BOTTOM PLATE, SLIT Z W FLOOR DECKING TO Q -� �^ O SEE TRUSS LAYOUT 0 �_ (n SEE FOUNDATION (MAX) SCHEDULE FOR (2) ROWS 8d NAILS @ ACCOMMODATE 2 PLAN FOR MORE INFO , CONNECTION 3" O.C. TYP. WALL FOR HANGER STRAP O 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ U (2) 5/8" TYPE "X" WHEN (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. F- N IN GARAGE 3" O.C. WALL IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON W Q SHEATHING TO BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR ? _ MASONRY WALL PER BOTTOM PLATE MASONRY WALL PER ' .� MASONRY OR MTS12 BLOCKING w/ (4) 16d p PLAN PLAN OR (3) 16d TOENAILS 1/8" GAP BETWEEN 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR O SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU SHEATHING & CMU w DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF 2 2x4 PT SILL PLT. IF MASONRY OR FRAME NO MOISTURE NO MOISTURE NO MOISTURE BARRIER (FELT PAPER KNEEWALL BARRIER (FELT PAPER WALL PER PLAN ( Z SEE CONNECTION BARRIER FELT PAPER. OR SIM) IS PROVIDED OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLANfi_Q O TYPICAL TWO STORY SECTION fis-1,6iTWO STORY PARALLEL FLOOR CONNECTION69hTWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION Z V o 3/4"=V-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. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z SEE ARCH DWGS FOR w TOPPING INFO d LU 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE Rolr CONTRACTOR TO PROVIDE ADEQUATE 06 <, < WATERPROOFING. NO '�.. CONCRTE SLAB ; E PERMITTED SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN 3/4"=1'-0" (BF�01 TYPICAL BALCONY FRAMING NOT USED 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. 'S Z LU O z Z N a ZJ 0 _ 0 a, J o 00000LU 1 N m oV OWE w LU O LLI� O Fill U H STRUCTURAL ENG: CFG / BAD Q DRAFTING H ZSTRUCT: TL w - 2 QC CHECK: CC wJOB No. - — — -- - w TM - 2150611 = SCALE: AS INDICATED -- - DATE: 06/03/2015 D5 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 SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�<<s CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFT SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 USE SIMPSON . STRAP (MAX 10° x1-1/2" @ 24" O.C. STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAPNAILS. (2) 2x SPF TOP PLATE BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN.OVER U.N.O. ON PLAN TOP PLATE MIN. INFO. FOR TRUSSES 20" TO � 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP 0 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 LINTEL COURSE OR" \ EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL KNEEWALL &PROVIDE INTO FILLED CELL USE " (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING UNDER COLUMN U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN '%Z4 S \FFT SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x 1-1/2" @ 24" O.C. (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS W Q 0 j �O �0 W C) BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET N OR LVL GIRDER COL. EVEN WITHIN FLOOR GIRDER OR MORE INFO AT EA. END NAILED TO PLATE w/ 2 10d AND WINDOW IS w LU FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL H NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d w TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. O NO MOISTURE VSO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS BARRIER (FELT PAPER LESS THAN 4FT: 1 2x z` ®�rv, U-! 't TOE NAILS AT EA. END TOENAILS. OPENING OR SIM IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" SIL PLATE w/ (2) 10d �,® r a 0 OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2X SILL PLATE w/ A35 ARGER TH PENIT 2) .W ®� P' X t (2) 2x SILL AT WINDOW ;'" ca► M. a 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS V % w BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ . Z Z O @ AT EA. END NAILED TO . INFO. CLIPS EACH SIDE w/ 2 �' ~ STRAPS CENTERED @ THAN 4 BUT LESS w/ (2( 10d TOENAILS NSTUD AILS PACK O C1 Od THIEN CRIPPLES @ 16 O.C. Ckgill _j BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD p0 m s Q PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS ;� .�0� COLUMNS 7 10d NAILS & 4 1/4" T&B ( PLAN FOR FLOOR {) O ) ATTACH SILL w/ (2) 10d T&B PLYWOOD ® ,• MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END SHEATHING REQ'D '® t, J O PER BEARING WALL FLOOR TRUSSES ARE y SEPARATE SHEATHING OF SILL (MAX OPENG �T&B) 0�/ U_ UNDER WINDOW _ lwli 11 �, SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35" ,p 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR v1 ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER w COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. r a U' 2 -STORY WALL NAILS (2) SIMPSON LSTA18 / THAN 6 O7 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / \ U (2) SIMPSON META16 LINTEL COURSE OR 1 INFO. FLOOR W/ 14 10d SIMPSON LSTA30 w/ ❑ '?7 ( ) � 2x TOP &BOT. FLOOR TRUSS TO NAILS INTO FILLED CELL USE RIBBONS, CONT. (11) 10d TO STUDS Q REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. ii'j, FOUNDATION PLAN (3) 2x STUD PACK � FOR FTG. EXT. SHEATHING ATTACH PER NAILING \ z INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED a 0 SEE FRAMING PLAN Q - o PER NAILING ATTACH 2x STUDS W/ NOTE: ALL FLOOR FOR FLOOR U SCHEDULE; PROVIDE O TRUSSES TO MOISTURE E P.T. IF SEE FRAMING PLAN CONNECTION O - (2) 16d NAILS @ 6" O.C. 4 2x STUDS w 1/8" GAP BETWEENSTANDARD CORNER A -A BARRIER (FELT PAPER CONNECTIONul`q'"''i' l , U SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE OR SIM) IS PROVIDED PROVIDE BLOCKING FLOOR GRIDER OR ,QCs • MASONRY WALL PESIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM D R O O ■� Q FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY MASONRY WALL SEE FT MAX: DRAFT PLAN FOR MORE INFO o_ STOPPING MATERIALS Z MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fi�0 HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM � BE 1/2" GYP BOARD OR 3/4"=1'4" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 11 ATTACHED PER ATTACH PER. NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING 3/4"=1'-0" H Z 16 O.C. TOP AND BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN UNDER WINDOWS AND ATTACH PER NAILING � J U) 2x4 #2 SYP BLOCKING 2x STUDS @ 16" O.C. 2x STUDS @ 16" O.C. GIRDERS: BLOCK SCHEDULE, O C) SEE PLAN SEE PLAN CONTINUOUS FROM Z @ 48" O.C. W/ (2) 12d SOLID BETWEEN 2x STUDS @ 16 O.C. Q 06 � � � 1,TOENAILS EACH END RIBBONS w/ SIMPSON SEE PLAN TOP OF TOP PLAT O E TO I 2x BOTTOM PLATE W/ SYS. 42 FLOOR 2x BOTTOM PLATE W/ A35 EA. END GIRDER TRUSS PER BOTTOM PLATE. Q W O 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. TRUSSES @ 24" O.C. PLAN Z (2) 12d @ 12 O.C. 2x BLOCKING FOR 2x BOTTOM PLATE W/ U (MAX) BEARING WALL PER O AGAINST TRUSS SHEATHING/ DRYWALL (2) 12d @ 12" O.C. PLAN w VERTICAL @ 48 O.C. PRE -ENG FLOOR ATTACHMENT w/ (2) 12d _ Z) .. W/ (3) 12d NAILS EACH TRUSS OR FIELD TOENAILS EA.END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM T— END FRAME 2x4 KNEE 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE z WALL, STUDS @ 16" 2x4) TO TRUSS w/ (4) 16d NAILS, BOTTOM O.C. W/ (2) 16d NAILS @ 16d NAILS; BOTTOM RIBBON TO BE PT IF TTO DOUBLE 2TRUSS FLOOR w O Q ryNry ~ EACH END SEE RIBBON TO BE PT IF BRG DIRECTLY ON U SYS. 42 FLOOR CONC. SLAB - TRUSSES @ 24" O.C. CONNECTOR BRG DIRECTLY ON CMU BOTTOM PLATE, SLIT Z W FLOOR DECKING TO Q -� �^ O SEE TRUSS LAYOUT 0 �_ (n SEE FOUNDATION (MAX) SCHEDULE FOR (2) ROWS 8d NAILS @ ACCOMMODATE 2 PLAN FOR MORE INFO , CONNECTION 3" O.C. TYP. WALL FOR HANGER STRAP O 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ U (2) 5/8" TYPE "X" WHEN (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. F- N IN GARAGE 3" O.C. WALL IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON W Q SHEATHING TO BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR ? _ MASONRY WALL PER BOTTOM PLATE MASONRY WALL PER ' .� MASONRY OR MTS12 BLOCKING w/ (4) 16d p PLAN PLAN OR (3) 16d TOENAILS 1/8" GAP BETWEEN 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR O SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU SHEATHING & CMU w DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF 2 2x4 PT SILL PLT. IF MASONRY OR FRAME NO MOISTURE NO MOISTURE NO MOISTURE BARRIER (FELT PAPER KNEEWALL BARRIER (FELT PAPER WALL PER PLAN ( Z SEE CONNECTION BARRIER FELT PAPER. OR SIM) IS PROVIDED OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLANfi_Q O TYPICAL TWO STORY SECTION fis-1,6iTWO STORY PARALLEL FLOOR CONNECTION69hTWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION Z V o 3/4"=V-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. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z SEE ARCH DWGS FOR w TOPPING INFO d LU 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE Rolr CONTRACTOR TO PROVIDE ADEQUATE 06 <, < WATERPROOFING. NO '�.. CONCRTE SLAB ; E PERMITTED SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN 3/4"=1'-0" (BF�01 TYPICAL BALCONY FRAMING NOT USED 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. 'S Z LU O z Z N a ZJ 0 _ 0 a, J o 00000LU 1 N m oV OWE w LU O LLI� O Fill U H STRUCTURAL ENG: CFG / BAD Q DRAFTING H ZSTRUCT: TL w - 2 QC CHECK: CC wJOB No. - — — -- - w TM - 2150611 = SCALE: AS INDICATED -- - DATE: 06/03/2015 D5 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 WALI ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O C NAILS AND (5) 1/4". (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS, UNDER SEE PLAN WINDOW JAMBS ONLY 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) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"= 1 1-01, """'^r^ ^" OTHERS LEDGER AT GIRDER PLAN EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER — — -� NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILIN TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4'x3" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U; RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 2 PLAN (DRAWINGS— L_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER s6d NAAILS .T. USE (4> 1-1/2"=V-0" LEDGER @ OPEN TO BELOW 3/4"=1'-0" 2x8 MIN. SPF #2 @ 16" TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF AT OPENING LARGER THAN 4'-2" ATTACH TOP 2x4 BLOCKING 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN F EACH END 12d NAILS @ 12" O.C. GIRDER SEE PLAN FOR ATTACHED PER DIAGONAL AS SHOWN. ROOF SHEATHING INFO. IF WALL ANCHOR BOLT OR 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A ISIMPSON H2.5 EA. TRUSS PLATE W/ 1/2" EPDXY 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP FLOOR TRUSS PER PLAN FRAME WALL (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS, UNDER SEE PLAN WINDOW JAMBS ONLY 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) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"= 1 1-01, """'^r^ ^" OTHERS LEDGER AT GIRDER PLAN EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER — — -� NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILIN TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4'x3" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U; RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 2 PLAN (DRAWINGS— L_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER s6d NAAILS .T. USE (4> 1-1/2"=V-0" LEDGER @ OPEN TO BELOW 3/4"=1'-0" LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" EXTERIOR SHEATHING --�` O.C. - SEE FRAMING @ 16" O.C. PER PLAN FROM TOP OF WALL AT OPENING LARGER THAN 4'-2" ATTACH TOP 2x4 BLOCKING TO BOTTOM OF SILL BETWEEN STUDS W/ SHEATHING PER PLAN PLATE ATTACH PER F EACH END NAILING SCHEDULE GIRDER SEE PLAN FOR 2x8 #2 SYP P.T. SILL DIAGONAL AS SHOWN. ROOF SHEATHING INFO. IF WALL ANCHOR BOLT OR SHEATHING ISN'T CONT. J -BOLT W/ MIN. 7" ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR I SCHEDULE J -BOLT W/ MIN. 7" I( EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM PRE-ENGINEERED PLATE 1 1/4" (MIN.) I 1x PT NAILER AS REQ'D ATTACHED PER 77 NAILING SCHEDULE TRUSS PER PLAN I ARCHS OIF 1 p FOR MORE INFO 2x6 #2 SYP CONT. SOLID BLCOKING WITHIN FLOOR SYSTEM 1 LCESS . . LEDGER W/ (2) Y4"x3" ' UNDER 2ND SOTRY COLUMN LOCATION. I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" FROM EA. END -USE 1 I TRUSS TRUSS SHOP 1 DRAWINGS (3) SCREWS FOR 24" O.C. � 2x8 SYP #2 LEDGER W/ — MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER 1 1 G TXUSE (4)16d NAILS) LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING @ 16" O.C. PER PLAN PLAN FOR MORE INFO. AT OPENING LARGER THAN 4'-2" ATTACH TOP 2x4 BLOCKING BOTTOM PLATE BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE GIRDER SEE PLAN FOR 2x8 #2 SYP P.T. SILL DIAGONAL AS SHOWN. PLATE w/ 1/2" EPDXY INFO. IF WALL ANCHOR BOLT OR SHEATHING ISN'T CONT. J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL — EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR OSEE KINGS # OF STUDS TO MATCH J -BOLT W/ MIN. 7" FLOOR HEADER CONTACT EOR TO EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ROOF SHEATHING 1x PT NAILER AS REQ'D ATTACHED PER CONT. #5 IN TIE BEAM NAILING SCHEDULE EXT. FINISH PER ARCHS OIF SECTION @ OPEN TO ABOVE (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 . FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2x8 #2 SPF MIN STUDS W @ 16" O.C. PER PLAN NAILS @ EACH END. AT OPENING LARGER THAN 4'-2" ATTACH TOP 12 BOTTOM PLATE PER PLAN 2x4 CONT. W/ (2) 12d Q � NAILS TO EACH STUD BAYS @EACH 2x8 #2 SYP SILL PLATE GIRDER SEE PLAN FOR W/ Y2" EPDXY ANCHOR DIAGONAL AS SHOWN. OR J -BOLT @ 32" O.C. INFO. IF WALL W/ MIN. 7" EMBEDMENT SHEATHING ISN'T CONT. & 6" FROM EACH END LSTA18 STRAPS ARE (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 . FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d OL W 2nd STORY WALL NAILS @ EACH END. AT OPENING LARGER THAN 4'-2" ATTACH TOP 2x #2 SPF STUDS @ 16" BOTTOM PLATE BLOCK ADJACENT PLATE TO HEADER WITH LSTA12 BENT OVER Q � ATTACH PER NAILING BAYS @EACH W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d GIRDER SEE PLAN FOR SCHEDULE DIAGONAL AS SHOWN. NAILS INTO HEADER INFO. IF WALL FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ c 6" O.C. F L C (5) 16d NAILS BRACE L TO BLOCKING C L PROVIDE 2x4 BRACE C TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN C C 6" O. . PLATE, SP8 TOP AND NAILS @ O.S.B. TO OVERLAP C BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" (MIN.) WALL BRACING @ 48" u O.C. MAX. 450 FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 100) c FLOOR WALL W/ BRACE NOT REQUIRED L 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. !- PFl BRACING @ 2 STORY FRAME WALL 1"=1'-0" r PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. z OL PER ELEV. PLATES U.N.O. EL AT OPENING LARGER THAN 4'-2" ATTACH TOP 2x #2 SPF STUDS @ 16" O1/2" SCHEDULE ON FLOOR PLANS FOR O.C. w/ EXT. SHEATHING PLATE TO HEADER WITH LSTA12 BENT OVER FROM TOP OF WALL TO MORE INFO MAX 5" FROM KING STUD BOTTOM OF TRUSS/ W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d GIRDER SEE PLAN FOR C WINDOW ATTACHMENT NAILS INTO HEADER INFO. IF WALL J SHEATHING ISN'T CONT. (2) 2x HEADER LSTA18 STRAPS ARE CHART FOR REQUIRED JACKS / REQ'D FROM STUDS TO IF 2ND FLOOR HEADER SITS OVER 1ST GIRDER BELOW OSEE KINGS # OF STUDS TO MATCH SEE LD02/SD4 FOR FLOOR HEADER CONTACT EOR TO MORE INFO IF BETWEEN FLOORS TRUSSES ARE REVIEW THREADED TROD SPACING PARALLEL TO WALL = Z ROOF SHEATHING 1 ATTACHED PER >� NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 111=1'-011 / \ cI (9) 9Y .qPF TCP OL z OL EL PLATES U.N.O. EL AT OPENING LARGER THAN 4'-2" ATTACH TOP W 06 O1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d C J NAILS INTO HEADER J (2) 2x HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS 1 REVIEW THREADED TROD SPACING SEE FLOOR PLAN = Z O 1 1 >� N 1 11 OIF 1 p FOR MORE INFO SOLID BLCOKING WITHIN FLOOR SYSTEM 1 1 UNDER 2ND SOTRY COLUMN LOCATION. 1 Z 111= 1'-0" 1 C 1 1 1 1 0 Us 1 1 1 0 0 1 C4 2x STUDS SEE PLAN ; F_ '� ao STUDS ABOVE ARE = - 1 j0 1 1 TO ALIGN W/ STUDS 1 ) L1 1 ) 1 1 BELOW 1 C DRAFTING: 1 -STRUCT: TL 1 I OC CHECK: CC 1 1 oo JOB No. TM - 2150611 1 1 AS INDICATED 1 1 B 1 1 1 1 i 1 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM. (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 I SEE FLOOR PLAN 1 1 1 FOR MORE INFO ' 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 1 A 1 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. d �w 2 �Z �0 �U i U) a J I�'a yr�P ipr�, .., LUCD oee � ® 7 O R LLI 91 ,� Z Z t° b-• Y U _I oeo 4 kWIN � LL 0 M r y z o O F 4 z O (� J z THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP W 06 O1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d C J NAILS INTO HEADER J c co IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED TROD SPACING NAILING SCHED., CONT. TO = Z O BOTTOM OF FLOOR SYSTEM >� N FLOOR TRUSS DOES NOT ALIGN DIRECTLY 11 OIF UNDER 2ND STORY COLUMNS, PROVIDE p SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. Z 111= 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. d �w 2 �Z �0 �U i U) a J I�'a yr�P ipr�, .., LUCD oee � ® 7 O R LLI 91 ,� Z Z t° b-• Y U _I oeo 4 kWIN � LL 0 M r y z o O F 4 z O _ ) J w (� J z W 06 1� - W Z C J J c co V L.L O Z� 0 I� �- J . W VO a Z J ) = Z O >� N 11 W C W _ p _ ) J w C � VO = Z J 0 11 _ p r Z C 0 0 Us 0 0 1 C4 �IM 0WZ F_ '� ao = - j0 �ry ) L1 ) STRUCTURAL ENG: CFG / BAD C DRAFTING: -STRUCT: TL OC CHECK: CC oo JOB No. TM - 2150611 SCALE: AS INDICATED DATE: 06/03/2015 SD6 _ STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN Q LINE WITH MIDDLE i- STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING p w SIMPSON A35 / A34 w z CLIP TO FLOOR O SYSTEM & LANDING FRAMING 2xJOISTS @ LANDING D I— / z @ 16"O.C. W/ SIMPSON O 0- o A35 OR LUS26 HANGER O z ON EACH SIDE z C) U o J W U_ 6" MIN. m C) r � Q O o - - - -- (2) 2x BEAM PER 2xJOIST (P.T. IF N SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO w Lu END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT 9 W STRINGERS TO LEDGER w/ 3 16d U) in U . MID SPAN BLOCKING ( ). . . . . . . . . CONNECT TO. BEAM NAILS 16" O.C. MAX. 0 TO MATCH JOIST @ TO BEAR DIRECTLY ON TO EACH STUD. 2 1/4" O ��uwabs�p��CM DEPTH W/ (3) 10d (() z Z �® •'rV _ BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" W BELOW O.C. MAX. FOR (0 `" •"` ""• °• A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL) "' 10"MIN. a w o w ®, Z Z SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 8 ` Q p STUDS DING @END OF 3/4" PLYWOOD OR OSB ��• ••.o. "••� . '. W4 Q 6d NAILS FROMMIN. (6) ✓ s _ J SEE PLAN FOR DEPTH SHEATHING OVER Q �� ,�` J O OF LANDING STAIR WINDER DETAIL LEDGER TO STUD LANDING ATTACHED � ®�'®{',fir ��'�� ", w PACK PER GENERAL FLOOR CONSTRUCTION U) NOTES MID SPAN BLOCKING d � O TO MATCH JOIST PLYWOOD SHEATHING O ~ / DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING U • "- IF ATTACHING TO ATTACHED PER p O STANDARD (3) 2X12 TOENAILS EACH END Z O hiiiu' xi v"'. SYP #2 STRINGERS W/ MASONRY WALL) CONSGENETRUCT ONAL R ri G N t , SIMPSON A34 / A35 o CLIP TO FLOOR z NOTES w o SYSTEM & LANDING / z 16' O.C. .. FRAMING LLO MAX BEAM @END OF ¢ � p Q W wo LANDING PER U Q = SCHEDULE LL �- "� v W o O �, �� ,� � fit. W�5 U SEE PLAN FOR O MASONRY WALL OR WOOD WALL _O B B / SIMPSON A35 CONNECTIONS to L MASONRY WALL OR p i FRAME WALL BEYOND C~j h (2) 2x BEAM PER 2x JOIST (P.T. IF � Z SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO c p Q END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT p -B CROSS SECTION Of BEAM M TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER W/ (3) 16d D CROSS �'1 ft U) r^ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. LL VJ W TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" Z J ❑ BUILT UP COLUMNS x 3 1/2" TITENS @ 16" O_ -�- °zs 9 2 � Cn BELOW O.C. MAX. FOR °� MASONRY WALL) STRINGERS TO BE U A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING OUj �— SEE SCHEDULE FOR MAX WIDTH OF LANDING w (3) 16d TOENAILS _ ❑ Z d .. \ ST02 NOT USED BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TOcr- SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 6-0" (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND 11'-0" (2) 2x12 2x6 BOTTOM CHORD (1) 2x12 (1) 2x8 2x6 4'-0" -777 17 I -JOIST PER FRAMING 1 (3) 2x12 2x8 PLAN W/ SQUASH 10'-0" (2) 2x12 2x6 BLOCK OR (1) 2x12 (1) 2x8 2x6 4'-0" BEAM/FLOOR TRUSS ". (3) 2x12 2x12 PER PLAN (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 PENDING LANDING QC CHECK: CC \ (3) 2x12 HEIGHT AND PLAN 91-0" (2) 2x12 2x8 LAYOUT. HEADER 8'-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT 2x4 #2 SPF STUDS X X (3) 2x12 WALL COULD BE 91-0° (2) 2x12 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (1) 2x12 (1) 2x8 2x6 FOR REQUIRED ON EACH SIDE AND 6'4" (2) 2x12 HEADER AND ONE @ MID -SPAN (1) 2x12 (1) 2x8 2x6 A ^ SUPPORT 5-0 OR LESS (2) 2x12 INFORMATION. A34 @ EA. STRINGER (1) 2x12 (1) 2x8 2x6 6'-0" TO LANDING a 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I (NOTCHED @ 2x6 I ATTACHING TO I I I I MASONRY WALL) CONT I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NOTCH SILL PLATE NAILS @ 16" O.C. MAX. ON EACH SIDE AND III I (D TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III I IIII 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 Z ® LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM 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 O MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN 2x L -BRACE W/ 12d HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TOcr- (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" O (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" ATTACH TOP PLATE TO (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" QC CHECK: CC STUDS W/ (2) 16d TOE (3) 2x12 2x8 91-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 2x4 #2 SPF STUDS X X (3) 2x12 2x12 91-0° (2) 2x12 2x8 7'4" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 2x6 VERTICAL @ 6'-0" 6'4" (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" 24" O.C. W/ (2) 12d BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SAN,. �� = SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN _....... - - -- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE o� DATE: 06/03/2015 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS f aI'Y4.'� ` STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILSrST03� HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C.ocSINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. Y ` UNDER BEAMS LESS THAN 2x12) ST1 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. ACCOMMODATE 2x I CONT. BRACE & 10d 0�-- I— Z C1 W P �— 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TOcr- (.3 O 33X2," 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. __ _ FLOOR SHEATHING I I — 2x4 CONT. TOP PLATE O U (NOTCHED @ 2x6 0 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS SEE ARCH PLAN STRUCTURAL ENG CFG / BAD TO SLIDE DOWN TO W/ (2) Y4"x3" SDS I DRAFTING. (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY MAX. 4'-0" ABOVE FLOOR 7 ATTACH TOP PLATE TO U Uj w -STRUCT: TL -- -- - - - - -_- - STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p QC CHECK: CC STUDS W/ (2) 16d TOE ", „ TO TRUSS W/ (3) 4 x 3 FLOOR BEAM CONDITION SDS WOOD SCREWS FLOOR BEAM SEE Q W JOB No. TM - 2150611 2x4 #2 SPF STUDS X X NAILS 0 2x6 VERTICAL @ 6'-0" @ 24" O.C. I 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ � O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d a OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM 2 HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). (D KNEEWALL FOR VERTICAL NOTCH SILL AND Z PLYWOOD FLOORING Q TO ALLOW VERTICAL O 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO p V NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS z Z @ ANY OPENING 2x4 CONT. TOP PLATE w 0 11 (ATTACH TOP PLATE I= - C ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d p DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1 /2"TOE NAILS z z Z 0 SECTION X -X N.T.S. SDS WOOD SCREWS J 0 J EQUALLY X SPACED/CENTERED IN 2x4 #2 SPF STUDS @ V) Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER W Y ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE OO 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 3z" I ATTACHED TO TRUSS ~00 0 NAILS NAILS ft I BELOW (OTHERWISE U 2 0 04 2x4 #2 SPF STUDS @ OL SEE ARCH PLAN I ATTACH W/ 2 12d Z 0 X m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR ( TOENAILS @ BOTTOM) U) J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X ( p ~ 0 LlJLL SLICE CUT PLYWOOD FLOORING FOR STRAP 24" O.C. W/ (2) 12d I TOENAILS BOTTOM NOTCH FLOOR SHEATHING TO I 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. U) - W -.5 �. 1( 0 0 = ..� BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SAN,. �� = SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN _....... - - -- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE o� DATE: 06/03/2015 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS f aI'Y4.'� ` STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILSrST03� HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C.ocSINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. Y ` UNDER BEAMS LESS THAN 2x12) ST1 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. ACCOMMODATE 2x I CONT. BRACE & 10d 0�-- I— 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TOcr- 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. __ _ FLOOR SHEATHING ? 0- W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS STRUCTURAL ENG CFG / BAD TO SLIDE DOWN TO W/ (2) Y4"x3" SDS I DRAFTING. (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF s=__ SPACED & CENTERED w -STRUCT: TL -- -- - - - - -_- - STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p QC CHECK: CC ", „ TO TRUSS W/ (3) 4 x 3 FLOOR BEAM CONDITION SDS WOOD SCREWS FLOOR BEAM SEE L -BRACE @ 6'-0" O.C. & @ ANY OPENING Flu-�c; ( 5 w JOB No. TM - 2150611 BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SAN,. �� = SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN _....... - - -- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE o� DATE: 06/03/2015 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS f aI'Y4.'� ` STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILSrST03� HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C.ocSINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. Y ` UNDER BEAMS LESS THAN 2x12) ST1 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. f