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Home My WebLink About455 Rocky Grove Ln 17-1885 (a)I 1. 1111 JIL,II:_.] II _ THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2xb SUB FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 150 AMP. 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK; PAVER ENTRY AND ACRYLIC AT LANAI., RECORD COPY REVIEWED FOR CODE C:OMPUANGE ...�,. F'I..ANSEXAMINER DATE 0qN -_DIVISION A PF-.RMI T ISSUED SHALL BE CONSTRUED TO BE A LIC:E11 ,E 0 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASir,)IF, ANY OF THE PROVISIONS OF THE. TECHNICAL NOR SHALL ISSUANCE OF A PERMIT PREVENT OFFICIAL FROM THEREAFTER "ORRECTION OF ERRORS IN PLANS, �i' CTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Rau is to be Verified l "'ajtj6 Inspection 1 7 1 8 85 �uI Lb/NC URDSANFO LOT 85 - THORNBROOKE 40's MANCHESTER - 2138 - ELEV. "A" GARAGE LEFT TAYLOR MORRISON REDRAW NOTES 02-09-11 CREATED LOT 5PECIFIC PLAN FOR LOT 85 IN THORNBROOKE 40'5, ELEVATION "A" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: VENT HOOD OUTSIDE, PRE -HUNG DOOR AT MA5TER BATH, (4) CEILING FAN PRE -WIRE AND (2) RECE55ED CAN LIGHT5 IN THE LOFT. 4 PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, 3Al -FRONT ELEVATION 3A2 -SIDE AND REAR ELEVATIONS, ROOF PLAN 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION: 1, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS 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 LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH RB.C.R. - 5TH EDITION (2014) R102.3.5 EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND A5TM C 926. PER F.B.C.R, 5TH EDITION (2014) R103b.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R, 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM G 926. STUCCO CONTROL JOINTS: • X ro Loo C 0 Lo 0 N h VJ O N W m , ,= �. >JM °m�• `6 0 0 ro °71h J V � � E�rro� Zo�Co rro�' o`�° *+ � ° JOB NUMBER 27002.068 • CAD FILE NAME LOT 85 ISSUED 02-09-17 REVISED W r ° �r Ate' �r� °°°•_ •°i r STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 ►11r��`` S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8, WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENING5 DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVEiL -� EST. 1994 � tu. tV a N•- r C � �- ar Cj co ® M Ca Z o Lu LL m R THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 1 3/5" IN THICKNE55, 5OLID GORE (5.GJ OR HONETGOM5 CUBE 5TEEL DOORS N NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF -CLOSING DEVICE, FLOOD ZONE REQUIREMENT5:Ln PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 45PHALT 5HINGLE5 (IF APPLICABLE) : .. 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905,2.6 AND R905.2.6.1. DETAILS 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL 1N 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF e•-- UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1, CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VmD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 .� OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER RB.C.R - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED RaLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA$D 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 0 I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15104" AWAY OR CLOSER TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER M RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 1■■1■■1 TERMITE PROTECTION: Z� 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE651BLE 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. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE Ln 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 5ECTION5 M14113. M w EXHAU5T FAN5 AND VENTING: 1, OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 50FFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE 0 OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF ° THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES ki DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER IS 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 BOOSTER FAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2138 ATTENTION GENERAL CONTRACTOR / BUILDER: • ISSUANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 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 RE5PON515LE. REV. 09-29-2016 _' I J I l' V_ 1 I H.E 3'4`64' A/C PAD (5EE MEGI. �- CONTRACTOR ELEVATION FOR LOG.) O 0'-4" 91-0116.011G.C. VERIFY ACRYLIC CONC. PAD ON LANAI II I I!2" REGE55 FOR S.GD. 4" P.V.G. ll 1 - 3/4" P.V.C. CONDEN5ATION DRAIN BY PLUMBER si o I }� d TILE SEAT SHOWER ABV. RECESS REFERENCE - / 2'-011 ELEVATION)00 N CONDENSATION, - DRAIN BY r 1 r 1 I OPT. II OPT. 4" P.v.c. - _ - _ - LWA5NER J L DRYER J � r r AIR HANDLER 4 I " 11Z LINES FROM M W/DISP UPPER FLOOR 311 41. 3/4" P.Y.G. PROVIDE WATER co LINE FOR ICE MAKERDDORAN N B�ATION� PLUMBER 1� N 3/4" REGE55 FOR ENTRY DR. >r II T� OF REF. ��. ` �I cn � m N - � f N \ m 50 GAL. $ W.N. 3'-51/2" 2'-9 I/2" 2'4" 2'-$" $" ELEVATION O 0'-4" PAVERS u, I I z 01 I o I I I @ I ------C.J. - - - - - - I I --------{----- --- --- ----------------- I I I I — ZIP — I I I I I ELEVATION • I I 71 qq PAVER DRIVE / LEAD WALK 3A2 21'-4" $ $ 30'-0" Q M E�l-) 0'-4" ELEVATION l) 0'-4" LL U TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * SLAB INTERFACE PLAN GARAGE LEFT • x c� C U �0 o J c� cy 0 04 _/ i. >;�M O o �= I. CIS h E5= c0 E2 � � L 04 0 .- N 0.-fG Ito l0n rM 0� Z�0 • JOB NUMBER 27002,068 • CAD FILE NAME LOT 85 ISSUED 02-09-17 REVISED®-1-11-11�111i ` r w . N • 'Q.. -- - --�-� ; O z • s�i c `�eeee 150 STATE STREET- EAST OLDWAR, FLORIDA 31*77 $13. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • TDEIVVEFL EST. 1994-- - O 0 0 71, rvo 0 V z L 0 0 N 9 N f\: 0 c� ® Z Q T.O.M. 9'-4" 3'41'6 6' A/C PAD (6EE MECH. CONTRACTOR FOR LOG.) 3 - 26 6H. HI). AT 6-0" * EGRE56 T.O.M. 9'-4" A.F.F. o TEMP. GL, ENCL. ON 42" H. LOW WALL —DRYER vENT m =� M� cci 9'-4" A.F.F. TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3 111 5311 WINDOW CALL -OUTS 2611 12 5H 1/2 32 5H 22 5H 32 5H w = 3911 O 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H rZ 12" S 1]1_65H 1/2 36 5H 26 5H 36 5H 0 G.C. VERIFY MA50NRY OF'ENING5 FOR ALL WINDOWS, ui w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURE 5PECIFICATION5. z 4 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW u5ED (51NGLE HUNG-54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) * * * * * * * ALL EMERGENCY ESCAPE AN[) RESCUE OPENINGS 6HALL COMPLY WITH R310 PER F.B.G.R. - 5TH EDITION (2014). HATCHING LEGEND IN5ULATE WALL MAIN FLOOR 1151 S.F. UPPER FLOOR eal S.P. TOTAL LIVING 2138 S.F. C:rAR,4CxE 451 S.F: ENTRY 14 S.F. TOTAL SQ. FT. 2 ro ro 3 5.F, MAIN FLOOR PLAN NOTES • • K (a U ro 0 J hrn Nn y '0000) L >_JCl LL M 00 N �JT7 N o`tC0 lL = Oi L o DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TM 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E7ENVM -�� EST.1994 2138. •. TI TLE • MAIN FLOOR PLAN NOTES II 2A1 II e r N r O C00 cV CM 6 e� o z c' �C J Q Lo� c_ U. m SCALE: 1/4" = 14' GARAGE LEFT X V. C U too 0 -' Iw M N n ONMM �Ir N y 6 ` °ALL • 0 0 m� vJ'0>E r.r O �, C 0 �L;Oi N O 6. C0c z lot • JOB NUMBER 27002.068 • CAD FILE NAME LOT 85 ISSUED 02:.Q11 till �'I�� REVISED i • p:Z� .. / .,: p ZZ •• -� i b� •..� � e`er` • W ry ti to DAVIS BEWS DESIGN GROVP 150 STATE ST FL F.F T EAST OLDWAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER EST. 1994 2:113 8 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT C Z LL OL1 IJ l.' it '.:'luI �n 2 - 4050 F.G. HD, AT T-8" ABV, 2ND F.F. 2x 2x4 FRAME FRAME 3050 5H. WALL WALL HD. AT T-8" * EGRE55 3050 SH. HD. AT T-8" * EGRE55 3050 5H. HD, AT T-8" PROVIDE PAN AND DRAIN UNDER A.N.U. 24" H. A/C PLATFORM x ro w O 00 0 � N ♦♦ww v/ I.2N�M o Jc 66 LI. 0 roc 0 =T~ '� J V � 0 C0 3�E iL- .0 0 * C4 L j� 0 .- p T z r L vo • JOB NUMBER 7002,068 • CAD FILE NAME LOT 85 ISSUED 02-09-17 REVISED N s o.* TYPICAL WOOD FRAME ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * UPPER FLOOR PLAN NOTES 5CAGARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -=� EST. 1994 �- VERIFY THESE CRITICAL DIMEN51ON5 TO ENSURE UIINDOW5 ARE CENTERED ON OPENING BELOIU--\ p o UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'.01! GARAGE LEFT x m w C U �0 0 J h � N 0 C'j ` IL 0 0 ro= a _j 0 0�c0 3�E a:0 W .0 0- . 04 � �Nn o .-2o Z5 0 • JOB NUMBER 27002,068 • CAD FILE NAME LOT 85 ISSUED 02-09-17 REVISED 0%J111111/1. o Q• s N Q °s U.1 r 2, i • i '� •s ! • ••• DAVIS BEW5 DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORMA 34677 813.92,5.1300 TEL $13.92.5.1800 FAX W W W.DAVISBEW&CAM TAMPA • nENVER EST. 1994 F_ • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • 2B2. i i• � i :;yam • cc D Z .`. a"� .- -- N 00 C " co 0 0 Z Q � .J cL C LL, m ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R. - 5TH EDITION (2014). STAIR NOTES: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETUNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 42" H, 36" H. CONTINUOUS LOW WALL GRASPABLE RAILING 3/4" PLYWD. BEAM DECKING /LINE OF 6'4" MIN, BEAM FLOOR f HEAD CLEARANCE / FLOOR SYSTEM 5Y5TEM 2x STRINGERS 10,00" 42" H. (TYP.) — LOW WALL ---rl I" N051NG I `r (TYP) I I LINE OF a I I DOOR IN 2x TREADS AND ( I FOREGROUND Ix RISERS (TYP) J III 11 TREADS AT 10.00" EACH �c UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR 5URFACE AND ANY 5OFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RE51DENTIAL CODE R302.1 STAIR SECTION SCALE: 1/4" : I'-0" 0 PLAN DETAILS SCALE: 1/4" = I'-0" GARAGE LEFT x U �o 0 -' 0 N' N coMC N o . " ij cm Q) V V 5 LL �• 00 ro` r O 0 L' 0c0 LLL�.O L N 0. c0 � zV / ��' • JOB NUMBER 27002.068 • CAD FILE NAME LOT 85 ISSUED 02-09-17 REVISED .`IIIIIIIII� 0 • q• (V La • --ram ! ``� •••"• • CV co DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, A.ORIDA 34677 813.925.1300 TEL 813 .925.1800 FAX W W W.DAVISBEW&COM TAMPA • DElNi\/ER- EST. 1994 ��-�- 2138 , • TITLE • PLAN DETAILS C 014 0 a* az u- 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: Z TH15 DETAIL SHOWS THE TYPICAL THICKNE55 THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE R103.62. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" GUAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR of THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE P6123 o-� 12 12 6� L9HINGLE �6 RDOF7 G.G. VERIFY 612 12 ALUMINUM OVER SHINGLE 2x6 SUB-FA5CIA ROOF PLT. HT. (TYPICAL) 1'-4" W. x 54" H. L STUCCO L STUCCO DECORATIVE FIN15H� FIN15H FIXED SHUTTER `A SHINGLE * �, T ROOF r- 12 � 4" BANDING SECOND F.F. LINE 6� LBNINGLE 12 ITYP.) ROOF Q6 1'-0" BANDING T.OM. 6" BANDING TEXTURED ElEl 171 El 171171 El ❑ FINISH BANDING El 171 El El El❑ MAIN F.F. LINE © CCFYRIG4 2014, TAYLOR MORRISON GRADE LINE -74" BANDING (A55UMED) FRONT ELEVATION - SCALE: 114" - 14" PLT. HT. 4" BANDING (TYP.) 1'4' W. x 54" H. DECORATIVE _@ FIXED SHUTTER 6, SECOND FF, LINE T.O.M. 6" BANDING 4" BANDING TEXTURED `r FIN15H BANDING MAIN F.F. LINE x ca to C 00 0 N0) 204 cb =J m L �; LL 00 `� ` J 0 1- V O o:� C0 iL �E 6r°n �n Z'*� • JOB NUMBER 27002.068 • CAD FILE NAME LOT 85 ISSUED 02-09 ;1 REVISED' ISO 41t.-O www .• .off �� i,, SQ o er 0,0 s .e e G> w ®� DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, RLORIDA 34677 813.925.1300 TEL 813 . 925 _ 1800 FAX W W W.DAVISBEWS.COM TANAPA • nENVER. EST. 1994�-� 21308-- 0 TITLE • FRONT ELEVATION DETAILS C ;- IV 00 0 z Q v 4 [r1 ELEVATION "A" GARAGE LEFT II 3A1 II 11I C 11!JjL_' I� ---- ---- - - I I I - I I I do �Q I I I UPPER ROOF 0 6:12 i VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. I "` °y j X144=612SQ, IN, HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 a— oC I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. I I I I I ACTUAL SOFFIT VENTILATION = 1480.8 SQ. IN. I I I yA I I I I 11 I t yio SADDLE --------------\--- I 6:12 6:12 n _I �1 I 6:12 6_I2 ---r---------- C, tY I GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. � s i I X 144 =196 SQ. IN. I HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. I I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. I' 0" ACTUAL SOFFIT VENTILATION = 539.9 SQ. IN. TYP. OVERHANG AT HIP AA (u.N.a.) ROOF PLAN SCALE: I/V - 1'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING s NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNESS y TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE R612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER F.B.C. 2010 RESIDENTIAL CODE R6123 GIRDER 6� 12 GIRDER GIRDER TRU55 ROOF TRUSSES TRUSS AT 24" O.C. — 2 (TYPICAL) /2-5TORY LOFT ❑❑ R. o❑ VOLUME 7 FLOOR SYSTEM - - BEAM BEAM- �� FAMILY ROOM KIT. a 00 DINING SECTION AA SCALE: 1/8" = 14" 12 12 ab 126 GIRDER ROOF TRU555 TRU55 24" O.G. (T lrl�z� (TYPICAL) II II GARAGE 12 ab SHINGLE 6 12 6 ROOF SHINGLE 12 a 6 PLT. HT. ROOF/ PLT. HT. PLT. HT. ❑ ❑ STUCCO FINISH �-STUCCO a� � FINISH T * �/ 12 all SHINGLE ab SECOND F.F. LINE _ SECOND F.F. LINE ROOF SECOND FF. LINE T.O.M. _ T.O.M. T.O.M. _ v /TEXTURED /TEXTURED FINISH 7 FIN15H7 2'-0" MAIN FF. LINE MAIN FF. LINE MAIN FF. LINE GRADE LINE (ASSUMED) LEFT ELEVATION 5CALE: 1/8" = I'-0" PLT. HT. SECOND FF. LINE T.O.M. _ -- 12 6� Q6 /.INGLE ROOF /'TUCCO FIN15H7 ZTEXTURED FINISH 7 T_HT._ SECOND FF. LINE - M b- MAIN F.F. LINE _ _ _ ,� _ IT�I II MAIN FF. LINE GRADE LINE (A55UMED) REAR ELEVATION 50ALE: 1/8" - 1411 12 12 12 6 12 ro /SHINGLE 6ROOF PLT. HT. _ _ _ _ PLT. HT. e TEMP. _ a, /'TUCCO a, 12 FINISH 7 6� /SHINGLE SECOND F.F. LINE ROOF 7 _ _SECOND F.F. LINE T.OM, v m M /TEXTURED /TEXTURED -' FINISH 7 @ FINISH 7 o-, �! a� co �l o MAIN FF. LINE y� MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: Ill - 1411 ELEVATION x (a C 0 o L 00 15�E0�C0 LO U ~o � �0 N' -0,0 o LL 0 c 0 aJ�p �troCJ =_ rIP 0 c ZrLel DAVIS BEWS DESIGN GROVP 150 STATE STR -ET EAST OUXAIAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7EI1VER- EST. 1994 F�=— 2138 • TITLE ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • 2% LiJ N c1 cco r. � r (0 0 M o Z = 'Q v ...0 Q C co co GARAGE LEFT I1_1 II I, I l L Iil 1 I'L BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING ROOF MATERIAL PER ELEVATIONS WITH APPROVED UNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN OIL BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I i WATER PROOF CAULKING I� i EXTERIOR FINISH � PER BUILDER PROVIDE SELF ADHERED ' FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE mull I moll I 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS Ilk SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING , FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST WEATHER RESISTIVE BARRIER P� �&2FOR . L B O NS) P9- CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 FLASHING 1 � 2 i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL (ASSEMBLED WINDOW) FLASHING 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" ( 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE /� _ 7/16" O.S.B. SHEATHING 'd FLASHING. i 20" FLOOR TRUSS i 1 2X8 TRIM BOARD � I STUCCO "J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS �24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • • x m C 00 0 J h0 N� o) ON�m �. G .J M co iL 00 co IT r 0.130 ml o0 E U.r_(, CJ t o -CD 40 0 Zr�v DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAk FLOMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. �� EST. 1994 CDNow w 11�r O z m O z lm� oc � 00 Ln 0 00F� >= 0 10 J 2138 01 • TITLE • FLASHING DETAILS • SHEET SHEATHING TEXTURE FIN15P COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WR13 WEEP 5CREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.S. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING "k SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR (SEE DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 03 in: 12.0 in (0.6 cm : 30,5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING --�� 3/4"-l" BEAD OF CONSTR. SHEATHING INSTALL ADHERE NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL / Ps;'a SCORED COMPATIBILITY ° ° ° ° PAPER SELF -ADHERED FLASHING ° / SELF -ADHERED FLASHING, b (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO POSE / VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD O SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER i SEAL TOPS JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING%%/ GALV. "L" ASPHALTIN.OFSEALANT: FLASHING EXTEND MIN. OF 6" FLASHING PER �j TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS j� ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS j >:;;.„;:{::,-;,,:; •, SPECIFIED (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A BY PLAN 6" LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE FLASHING W/ TAR VERTICAL RISE OF :,.:,,:>•;. FLASHING AT KNEEWALL >.;'; s; \ CONT. GALV. „L„ FLASHING PER DIVE TER : • , N MANUFACTURES FLASHING :,s•:>^t'':• - SPECIFICATIONS SEALANT • � � OVER ROOF ;::: <;' ;: ;: •. , .,..` — ROOF MATERIAL PER ` SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE :::.;:...::::., 1.; UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING wiTAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT.GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES TEXTURED, PAINTED SPECIFICATIONS EXTERIOR WALL FINISH OVER ROOF ,•.a:,.e.;°e°° „y ",ti''N�' SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE ROOF SHINGLE PER °< o F' FLASHING CONTRACT METAL DRIP EDGE TO BE UNDER Ty��`s'S/� UNDERLAYMENT AT CAULKING ry^G'<F ROOF EAVES .:j S ,` ° O✓07ti� 04,t4 SS cK . ° Op FY .,... .7:,; :.... O E�AP 0 00" o�pP qR ti oRoo 2 S� TYPICAL ROOF TO �Na�R`� .ggT,yTO,c < ✓ '" WALL FLASHING DETAIL 5�H Go'3RSE ,,,,,Go o GooRsE �� ,,N 3R )? p GD S gZa FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE RAKE METAL DRIP EDGE 22 29 TO BE OVER 5' EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE —' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: �\ i THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLA WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESIST MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED FLASHING PATCH SHING DETAILS x ro U 00 O 0 J I� 0 N1 N 0� sm 0 �0� �. ?:t'.JM L � J � 0 O O c c 3�E IL=0rn .c 0 .{a N o ._ ro ONE~ Z "G20 JOB NUMBER 27002,068 CAD FILE NAME LOT 85 ISSUED 02-09-17 REVISED u pR DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 31*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVFR- EST. 1994 • TITLE • FLASHING DETAILS N.T.5. DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET ,F.�. GROUND FAULT INTERR.IPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH WALL WP W.P. A/C THREE-WAY SWITCH MNT. GF.I• GF.I. DISGONN. 13 14 FOUR-WAY SWITCH $ D DIMMER SWITCH 3 R CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE SD I SD cM I ;Q RECESSED INCANDESCENT LIGHT FIXTURE �— WALL MOUNT � H.B. Ac. LIGHT FIXTURE WITH PULL CHAIN AT 8'-8" _� \ TRACK LIGHT FLUORESCENT LIGHT FIXTURE FAMILY ROOM 4 EXHAUST FAN i ROUGH -IN ;Q; EXHAUST FAN/LIGHT COMBINATION FOR OPT. ELECTRIC DOOR OPERATOR (OPTIONAL) ® In J FAN/LIGHT \ ® CHIMES (OPTIONAL) / E PUSHBUTTON SWITCH (OPTIONAL) MASTER SUITE © CARBON MONOXIDE DETECTOR UP TOs� SMOKE DETECTOR N \ FALIGHT sc SMOKE / CARBON MONO, COMBO DETECTOR I Q TELEPHONE (OPTIONAL) 1 T TELEVISION (OPTIONAL) GF.I. Qr THERMOSTAT \\ ,Ql M. BATH ELECTRIC METER - _ ELECTRIC PANEL — HORIZ. � DISCONNECT SWITCH 49 I MAKE-UP LIGHTS ® SPEAKER (OPTIONAL) PENDANT I (, ROUGH -IN FOR OPT. CEILING FAN (VERIFY I ` J LOCATION) I / GF.I. c 1 CEILIIGIN MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUG R OPT CEILING NOTES- 6 W.P. ,-' I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTER5 IGF.Ia AS INDICATED (VERIFY) CH i ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. DINING ROOM UP TO I 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR — — — — F_ _ F 7 SWITCHES.... 42" ;� GF.I. ;�, 7 I _ 220 V. OUTLETS ..... 14" — — — . TELEPHONE...14" (UNLESS ABV COUNTERTOP) I o D \GF.L TELEVISION...14" GF.I. O� GF.I. / \ 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER VENT HOOD I _ UTIL SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE TO EXTERIOR SD CM GF.I AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING OUTLET +14" -' /� \ PWDR GF.I. MAKE UP C�0 ETS,OM IHA LW�AYaSMANDASKIMILAR AREASIWILpiQUll ACOMBINAENS, SUNROOM5, ��I�PE�AF 5 220 V. I 0 \ \ \ \ LIGHTS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 / KITCHEN � � \ \ PENDANT \ \ 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY (VERIFY \ a ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. GF.I. \LOCATION) GF.I. / \ 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL \ \ Q ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TN — I EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. GF.I. I 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, ENTRY j FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON G.F.I. MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING AT 48" I PURPOSES. 50 GAL. WA LIGHT AND SWITCH I 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 5UILDING WIRING WHEN IN ATTIC PUSHBUTTON FOR I SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE F _ BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE — i GD�OP�ENER W.P. . I i LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. L-- —=-N I _ _ _ _ _ — -- W.P. / GF.I. FOR GARAGE T.U:G. SERVICE !� I 150 AMP. GF.I. FIXTURE 4/0 ALU. CABLE ELEC. ai ELEC. * * * * MAIN DISCONNECT METER A/C METER PANEL G.F.I. CLG. OUTLET I G.C. VERIFY LOCATION COMBO - SQUARE D DISC, FOR G.D. OPENER FOR CEILING FAN TYP. '14 AND 12 COPPER TO PRE -WIRE REFER To FLOOR INSIDE LIGHTS AND OUTLETS I— — — — — — — — — — — — — — — — — — — — —� / * * * *PLAN FOR NOTED AMPS REQUIRED MAIN DISC. PANEL +10 COPPER TO WATER HEATER UNDERGROUND 08 COPPER TO RANGE / SERVICE BY 04 COPIER TO 5/8" GROUND ROD G.F.I. . 48" I I GF.I. POWER COMPANY ALSO SERVICE TO BE BONDED AT IRRIG. I i AT 48" / TO FOOLING STEEL L7 ELECTRICAL RISER DIAGRAM COACH COACH NOTE: LIGHT LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. • x 0 w C U rto 0 J N0) IA CO NO) Y♦ N ~ C) d ..'- �NLM • �� "0 00 `" J coo 3�E5:r_rn L 00. 6co Nn 1 to Zz2� mmmmmmmwxmmmmm I- 4(D DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLOMA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • E?ENVER.. -� EST. 1994 �- 2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN DETAILS LSHEET e 4A • HORIZ MAKE-UP LIGHTS ,C. VERIFY LOCATION A CEILING FAN RE -WIRE ELECTFf CAL <E"' F$ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Kkp. WEATHERPROOF DUPLEX OUTLET c.F.i. 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 i0 RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN Vi TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR sc SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL.) TELEV15ION (OPTIONAL) Q THEW05TAT 0 ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J cwr /I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTER (GRD AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: - SWITCHES ... 42° OUTLETS ..... 1411 TELEPHONE., 1411 (UNLESS ABV COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120v RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED V.P. (o. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BURNIN65 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 PURPOSE$. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR15 SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY IECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT X w U r0 loo o JI0 IN N ON o c%j C? L '''=jM jL 0 0 0 J 0 ma- Oro�p El u. ig p 0 f0 ti 6 co 0 CC� ZGL�J JOB NUMBER 27002,068 • CAD FILE NAME LOT 85 ISSUED 02-09-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE SIR= FAST OLDSMAR, FI..OWDA 34677 813 .925. 1300 TEL 813.925.1800 FAX WWW.C7A (ISBEWS.COM TAMPA • DENVER EST. 1994 F- — (f) C)ow w Nr O z m O z� ce oce, Ln O 00 J 0 r 2138 METAL COATING FOR US WITH PRESSURE TREATED WOOD GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF, 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF -INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. C SS 55 MINIMUM MINIMUM FLOOR DESIGN DEAD LOADS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS B ACCORDANCE WITH ASTM 695, LA , MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 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 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" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 450 FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 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 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 CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-133). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. 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) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE - SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J-BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN. 7" EMBEDMENT. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT FOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 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 = Fc j = 900 Fc 1= 900 Fc i = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. 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 CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO FOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 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 UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD 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 (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 (-) 22.9 -) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,a I 5 5 J✓' a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE, RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS UPDATES NUMBER DATE DESCRIPTION 1 2/17/2017 CREATED ELEV. A STD w/ BFS TRUSSES PER TB-85 AND A w/ EXT. LANAI w/ BFS TRUSSES PER TB-288 2 3 4 5 6 7 8 9 10 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. z 9 0 U rn ED C) w 0 co �_ 0 `L `� •: y M N ra Z • o Q CO Q q "o d 0: z _j Qa •' z •. ..• a♦ Q ER 0 ��osn�irn►��`�®� m `L V O 4-0 p.� O C) �OfrbJ cM O I+ �4k;: fyl N v U 0 C6 OU c O 0 U. z U z O Q Q W W 0 o .0 z Z_ffi z0 �a a � Ld o W `r Z 0 LU V ) cd = �- 11 ZWo A U) W L OW0 P 0 SWIM 0 W Z -W7 Qa= 0 I-�'~ CK STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED DATE: 03/02/2017 S1 30'-0" 2 STORY FOOTING ivwu i iviuu i D D 2'-8" 16'-0" 2'-8" 7'-10" 0" 8'-8" 21'-4" 2 STORY FOOTING 30'-0" u FOUNDATION NOTES: LU 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED.. 0 2, PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. Q 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. � 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. w 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Zo COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE m AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED [� DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD 'd FOOTING STEP DOWN AND CORNER INFORMATION, `�`�®�`®1* "��o'♦♦ W N 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ; ��®°s•°°OO®••�`�/�/♦♦♦jam 00 SHALL BE ELEVATED A MIN OF 18 . CONTRACTOR TO PROVIDE SUCH •.• ••• l� N p PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION • • 2 Z i � 6 w y Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ¢Q �+ U COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS • Q Q � FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE a D0 OVe Z p PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Ijj.° •• CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO a♦ �••••• .•° `�`� R O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. J SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, '♦�IsP 0�`®�`� m I COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 1/111II1� DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS ' \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q p of��J STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND p ��'�li� l� N FOOTING SIZES PENDING DEPTH OF STEMWALL. U u°i'ul 3J o • Z FOOTING SCHEDULE pq o 0 O12"xl2"xI2" dp w/ #5's EQUALLY SPACED EA. Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. rr O 24'x 4x 12' dp w/ #5's EQUOALDGE OF CONC. LY SPACED EA. V !�t,u69�StiO U 2OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. o 9 BARS & 3" MIN. COVER TO EDGE OF CONC. e Q 28"x28"xI2" dp w/ #5's EQUALLY SPACED EA. �J cn 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Q 30"x30"xI2" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32 x32 x12 dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"xI2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. o Q Q O42"x42"x12" dp w/ #5's EQUALLY SPACED EA. x 5� 3.5 WAY MIN. 2" HORIZ. CLEARANCE, BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. °� O48"x48"xI2" dp w/ #5's EQUALLY SPACED EA. S O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. J 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. < Z BARS & 3" MIN. COVER TO EDGE OF CONC. O 4 60"x60"xl6" dp w/#5's EQUALLY SPACED EA. O U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. z Q BARS & 3" MIN. COVER TO EDGE OF CONC. W Z SYMBOLS LEGEND � Q F- L,L ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. I j TO TIE BEAM (6'-8" O.C. MAX U.N.O.). uJ c.J _ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. 0 11 Q 00 zWo J a 0WLL oG W O 1 OF—O a z co W F- 0 : cZ U Z -' aa= 0 F-2 H CL STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED DATE: 03/02/2017 FOUNDATION PLAN_ 1 /4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. 0 Z O oa M i of U) N O Z O O LL W N M I I 00 Ln 0 F_ SYMBOLS LEGEND LLI ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (6'-8" O.C. MAX U.N.O.). ❑ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45' CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. 9 O (1) #5 @ TOP, BOTTOM AND @ 24" O.C. ❑ VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL ri PLAN VIEW (1) #5 @ TOP, BOTTOM AND @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). U a W cv ❑ o � V LU QAa w U4 N %;�'L ® c N .� C y cc Z Z •--r�0 Q U i �• Q o Q / �.• �� Q LL 0 ra-� U I�liii"i lull Il �� 3j NV o O C� UU O 0 paq am Z ❑ 06$ z� � u Lij Z Q c _j O z y, o 0O �w �W �_ a0 ZWo J A C0 W X0 .. Y �Wp � pP0 o=z ~ U J0W Z .._ aa= O a STRUCTURAL ENG: CFG / BED DRAFTING: ---- --- -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED DATE: 03/02/2017 DOWEL LAYOUT PLAN _COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. �O� 0 ti co M M M M rn oo 1� W 'Y , WALL LEGEND = 9'-4" T.O.M. = 11'-0" T.O.M. = 12'4" T.O.M. _, = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. FIRST FLOO 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. Z O U o W 0 LU 04 A Q�iiy� V • v�A00 C> • �!/ I •oo v!/ I U) p • e Z Z • _ • J cec ° °D C, Q Q U � p J r� �r ®CIa� DC Q Q o•o p s' •O•••ro ' ®®� �e Q � u_ 0 l� C.) U 0 J • O Z U c O 0 0 co �S1G N cry • Z ��yG o � 0 � Q Maw am Z � Q J n � w� 1�1 Q w Qi 7-5 Z�- J U— Z a A O �NF A� W O z J F- 11 W = V! ♦^ a OO zWo r2 0WJ LLF fY W 0 � O H O 0=z .JVW � U Z QQ= STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED ATE __ D: -_-___03/02/2017 RAMING PLAN 1/4"=1'-0" S4 sr BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM SPACING SPECIES (plf) BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN F3W3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 3W4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 1/2" THREADED ROD @ 48" O.C. 1160 plf Ord. PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS 3 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS, 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10 FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT FOR FOR FURTHER REVIEW. 14. AT NON -BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON -BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2-STORY OPEN AREAS INSTALL NON -BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN CO (4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. C R , 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN OZ 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS �� 5 4x4: ABU44 w/(12)16d NAILS & g EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 31" 8d RING SHANK .113" x 22' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE SYP(Ib) META16 w/(7) 10dx12" NAILS OR META20 w/(7) 10d x 12 NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 (1)ply TRUSS (10)10d x 11" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (2)ply TRUSS (12) 16d x 12" NAILS (2)ply 1900 (2)ply 1900 El H10A w/(18)10d x 1NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 a (2)HTS20 w/(24)10d x 12" NAIL5 FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. a FRAME TO CMU 3140 3140 7" EMBEDMENT HTT4 w/(18)16d x 22" NAILS & s" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET 10 F1 ol FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)10d NAILS & (4) 4'x 21" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT206 w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 212' NAILS w/$' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVUPL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD OF NAILS 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 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT206 w/(10) 10d NAILS & a' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2-PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2-PLY OR 1-PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2 FROM TOP AND BOTTOM F BEA AM M 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON -BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7, REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 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 3" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD IL10WIM■sr 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND_ W Q N Lq co 04 00 07 6 • c� •�� IV Z Uj co " U 0=. Q s C3 C_i co w col v U � �o • O z M w U C O �--1 O • Z U r � a)(^� fl°�x�h11,1:1 V U o 0 ZG a Q a O z �- 29 Lu °es ggPc� Z O ti z Z zc ffir OW oz� 12 0s j (c) � Q� WU) z +q J WO =z 0 11 00 Z Uj F- OJOJ a C0 W LLJ O11-O o=Z JUw Uj Z 0 H F- of a. STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED DATE: 03/02/2017 S4,1 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, LSTA30 STRAP HEADER TO JACKS STUDS. (2) MSTAM24 STRAPS JACK STUDS TO CMU BELOW. (1) STRAP ON EACH SIDE OF WALL. r- Co rn O O O O O O O O O rn oo r• J07 J08 J09 3 F _0 X N 2 00 N 3 A J09 J08 J07 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - - - -- TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. AA U U) A c�a � CJ w oc� N °°°°••••••��AI'dd ri Q o'�� •s�iL, � � O *� � J Q Z U_ ° O° Z J �d d' °°• . SRO; � z n�� LL U O • O COI ^ ' �u4�� ., `�bJ y� r) H N 3j o • O z C6 U O ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B1! IN �ti4 tiG ti � am Z z w 006 C� Z z�� C Z � d LL ¢�� wLL z�� .� 0 O W w U) 11 Q CO zWo � W J GC w p 0 0 F- oZ� c) -- LIJ O F-�� STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM- 2170226 SCALE: AS INDICATED _...__- DATE: 03/02/2017 ROOF FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11_011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. LE W ON NE1W IMMI 1 � I■1� 1� 1 Fla]=1 ri% moo°` LO � L J07 J08 J09 A 3 R09 R10 R11 R12 R13 R13 R13 R13 R13 R13 R12 R11 A 3 R10 R14 R15 R15 R16 R17 R21 J14 EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-01, 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. S4N2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a, AT CORNERS PRECAST "U" PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO °e SIDE VERTICALS . ' d.'• ° -a'� ° ° °.' d • . A ° A d e• d e ° .1Z ° I I ° BOTTOM STEEL IN LINTEL IF Ira INDICATE - SHOULD HOOK INTO ° VERTICAL CELLS PER MD08 . ROUGH OPENING PER PLAN �j., ` ° d e ° METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 e• ° d J ° LO 04 d ° A. ed I°° W CO W O U_ z J IL W W U) e A° 'd TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE ° • I. MD08 FOR LAP INFO. d NO -SHEAR WALL AT OPENING TYPI AL SHEAR WA L SEGMENT e • - a •% . TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO ,. 4. .• LINTEL PER PLAN TRANSOM OPENING .'. FRAME INFILL AROU4D. WINDOW BY BUILDER 8 � SEE DOWEL PLAN FOR SEE WF01/SD1 FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON .,.:. M ORE INFO ; ' EITHER SIDE U.N.O. .r (2) 2X8 SYP#2 P.T. HEADER '- c TURNED SIDEWAYS. ATTACH TO MASONRY '; WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING . ,'..,, . +:. HANGER @ EA. END. W/ MAX. OPENING 4 FT .. (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-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 ,g/4 „7" "D" , CIV " 8„ #3 1117/8 4All 2,A/4 4'B /4 91/4 #4 2 1 /2 5 5/8 9 1 /2 1 20 3 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 30 # 1 3 3/4 8 1/16 14 30 1 4 1/2 8 1/16 18 1/2 36 #7 1 4 3/8 9 13/16 16 1/2 35 1 5 1/4 913/16 21 3/4 42 ni C #3=2Y2" #4=2%2' #5=2Yz" #6=3" #7=3%" PROVIDE CLEAN OUT OPENING @GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 8'-2" 9'-6" L 16'-0" L LOADS LISTED APPROVED PRECAST BELOW HAVE BEEN MAN. CAST-CRETE, LINTEL CALCULATED QUALITY LOAD TABLE OR COMPILED PRECAST CO., FROM DATA FROM AND LOTT'S CONCRETE THE FOLLOWING GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, AND LOTTS C%2 c VAQ o O (L W 0 W Q - - - STANDARD LINTEL NOTES STANDARD LINTELS 'LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-0B 8F16-1 B / 8F16-0B 8F24-1 B / 8F24-0B 8F32-1 B / 8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2. ( ) 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH FOR AS REQ'D. 7, LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS MATERIALS V-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 2'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 8107 T-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 T-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'-0" 860 1651 / 1349 5365 / 1999 7342 3123 7342 / 3123 10000 / 4249 000 4 4'-6" 710 710 1651 / 1349 4360 / 1999 1631 6036 / / 34 3470 5'-2" 1423 / 1105 3480 / / 3549 8828 / 6-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 7'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 11'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 12'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 131-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 14'-0" 16'-0" 0 0 292 / 0 284 / 0 1160 / 0 950 / 0 1660 / 0 1379 / 0 2439 / 0 1997 / 0 18'4" 0 211 / 0 750 / 0 1177 / 0 1676 / 0 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. W 20'4" 1 0 180 / 0 598 / 0 1024 / 0 1 1441 / 0 2, fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 1 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. 22'-8" 0 110 / 0 450 / 0 824 / 0 1 1147 / 0 pq RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. ��`,111111jA'�/0 CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��j•®••;,•••�J��s a (02'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. •• •.•• r 00 T-O" 1230 / 1230 2769 / 2769 4085 / 4085 Q? `� : N o T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ° = Z z 4'-4" 846 / 833 2121 / 1716 3127 / 2839 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL F = FILLED WITH GROUT066 •� O ` Q Q MARK U = UNFILLED R = RECESSED 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS . • �� `�� Z QUANTITY OF #5 REBAR @00 g _4" 4185 / 235 1152 / 1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY , �� ••' •.PR ``®��e�` m _j 8F16-1 B/1 T '�rr11ann%%%LL 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER U 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. O 8RF14-1B/1T NOMINAL HEIGHT M N C9 ti 8F16-1B/1T NOMINAL WIDTH V p 0 TYPE DESIGNATION 8RF14-0B/1T w �o E pp.,,, O „{u . �16� CY) lyr 04 8F16-OB/1T 1-1/2" CLEAR U d'':�3b o 0 c 8F20-1B/1T O Z aw C o O_ #5 REBAR AT TOP MIN. (1) REQ'D 8F20-OB/1T o H U z �' z C.M.U. Z 0 8RF22-1B/1T GROUT I','I O d �„� z #5 REBAR AT BOTTOM OF LINTEL w�, `< G 0 8F24-1B/1T CAVITY o z titi� O8RF22-0B/1T BOTTOM REINFORCING PROVIDED 0 L 7-5/8ACTUAL IN LINTEL (VARIES) z O nn " 0 F24-OB/1T 8NOMINAL WIDTH m 8 & Q "O 8RF30-1B/1T FILLED P 0 8F32-1B/1T 1-1/2 CLEAR � a O 8RF30-0B/1T Q X s #5 REBAR AT TOP MIN. (1) REQ'D Z O 81732 -0B/1T Q Q C.M.U. 0 z 0 8F38 -1B/1T W o 7 =� L� O 8F12-1B/1T U 06 O 8F40 -0B/1T �I`-�I` BOTTOM REINFORCING PROVIDED _ o 7-5/8" ACTUAL IN LINTEL (VARIES) ^ O 8F8 -0B/1T 8" NOMINAL WIDTH J 0 UNFILLED W ZO � a SAFE LOAD TABLE NOTES 7 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING 12. 0 = NOT RATED. W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM FOR = r- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. S 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 SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11 Q 0000 W z0 J ra (V j W LLI OWO I-- O 2 (1) W rvWm I— �vz Z LU aa= STRUCTURAL ENG: CFG / BED - — --- DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180° HOOK DATE: 03/02/2017 4�DO8 LINTEL PLAN-REBAR SPLICE DETAIL S5 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. (1) #5 FROM FTG. TO ' TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN (1) #5 FROM FTG. TO —` TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN CONCRETE SLAB PER w FOUNDATION PLAN Q VARIES SEE PLAN QI a 4 1' _ a M •4° •�° .•I'e' °° O °' 4 44 GRADE z � Ix e � w Z 2 < 4 I I o- °° 0 ° W Q 400 o —I23 (2) #5 BARS CONT. = I I I = = I (2) #5 BARS CONT. , I I -tV-CLEAN COMPACTED W/ 3" COVER TYP. 3' COVER ' CLEAN COMPACTED W/ 3" COVER TYP. 3�'CR FILL @ 95% STANDARD FILL @ 95% STANDARD 1,-4 DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3)#5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING AFO�)TYPICAL GARAGE CURB FOOTING IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J-BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW U) MIN 4 w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" j FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4„ FOUNDATION PLAN CONC. SLAB PER z CONCRETE SLAB PER w FOUNDATION PLAN a FOUNDATION PLAN z Z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE a° a-dUj > w • II a' c> W � W I FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING `®r�`4allllrl rr®",�® 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 5 b��'r N ®eee®®oe A 04 ••� % CAS i CL OPT. MASONRY CURB `aA co av to w @ ELEV. 0'-0" w/ (1) #5 moo. p; o VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D �; e J - o N I I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w Uk, �' Q ` Z Z SLOPED GROUT TO w ®` Cs p ::i DRAIN •. c�%� �� Q Q MASONRY WALL ®•e,,,e• v Q p BUILDER OPTIONAL CURB BY MIN. 24" BEFORE °r'L �� "'' SEE PLAN A"'� �� •dr PRO ``�``� Q Cr a '•° CONC. SLAB PER I (1) #5 FROM FTG. TO °rrrrl"j11H�`° m I I CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP a � z CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. ° I ° ° a ° SLOPE g FOUNDATION PLAN TIE BEAM MIN. 25 0 8 a FOUNDATION PLAN w/ 3" COVER TYP. p I �° 4 i #5 CONT. * �° PER MFG SPLICE GROUT CELL �d REINFORCEMENT SEE SOLID PER PLANS ` aw A a :, GRADE w °d a i4I' . I I FOUNDATION PLAN ~ ° I q d r FOR QUANTITY I . O I4 ' I—III=III=III=1 I h • _ _ m ° ' ° •I • �' d "° �" a a� cwn ° d_ •� �,r a THRESHOLD PER MFG d I. °• d — I = — = I — z r ° °. ° ' .a' - d ' �, #5 x 25" x 25" CORNER 4 '°' ° . d " ° ° O ;, 'ti co t — — �� III --III I I — — _ a4' qI — �o N I I=III-I I FEI I - -� — d . ° ° I . BAR, ONE FOR EA. W Q .rJ _ - - �, 14 r I.d` • d.. ° a, ° a 4. °. , . °° e a " eI HORIZONTAL c.� ' ( ._' ... °. :. 4 I U quh�'u, I III ° t CONC. SLAB PER w —I , , _ = I = ° _$ 4 = _III=1 I 1==III=1 _ 114 ' ,°.. • d a _— I ' d ° a ° ° I4 FOUNDATION PLAN I I = _ _ _—_— o ° ° e n n—� �— _8' ..° ° e. d • ° 4 .°.. 4 ° .� REBAR, TYP. U.N.O. I • O Z _— -_ I " ►=1 I I=111—I 11=1 1-1 w Elio — -�- -� . ° d I I III w ° ' 4 a Siol = I —.'_ _ _ — _°_' _ ° co I— awn �, _ _ '�'� �,�'�', d' d . q° 4 r _ —e _ — I —1 I I —III —III III— I r� 0 O w (2) #5 BARS CONT. ,= > I= I --I III =III=I_ I - (2) #5 CONT. w/ 3" r;° . • �, ' SLOPE W/ 3 COVER TYP.; @ 1'-4" Z ¢ q: 2-STORY CONDITION o (2) #5 CONT. w/ 3'� - - = MIN. - =COVER TYP. PER MFG •°. (3) #5 BARS w/ 20" �lIII`li �gti U 1'4' (2) #5 BARS CONT. - SLOPE EXT. SURFACE V _ ' 9 c� COVER TYP. I I =III —III —III —I I (-1 - (2) #5 BENT BARS w/ OR GRADE 1/4" PER WIDE FOOTING o z W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED �1y FILL @ 95% STANDARD BUILDING NGAY FROM o C � — Q FILL @ 95/o STANDARD � O WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT FILLER Q AFO�FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE AF09� TYPICAL STEP FOOTING DETAIL fiFII'0�TYPICAL CORNER BAR DETAIL (TOP VIEW) fiF1 EXTERIOR DOOR POURED SILL AR�FOOTING AT INTERIOR BEARING WITH CMU rr_ rr rr_ " r,_ r, 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0" 3/4 -1 -0 3/4 -1 -0 3/4 -1 -0 J FILLED CELL PER PLAN #5 DOWEL W/ MIN. 6" #5 CONTINUOUS ANCHOR PER BRG. Z WALL SCHEDULE. IF WOOD POST PER PLAN CONC. SLAB PER CONC. SLAB PER - EMBED. INTO MAIN '� Ca FOR SIZE AND BASE FOUNDATION PLAN @ 2 1/4 CURB REQ. ANCHOR FOUNDATION PLAN FOOTING W SIMPSON #4 BAR 48" O.C. W/ �� SHALL HAVE 6" MIN. o Lu Q 3/4'11t CONNECTION EPDXY @ 12" O.C. MIN. 32" BEND INTO EMBED. BELOW W C) SLAB TOP COURSE TO BE CONCRETE STAIRS AS BOTTOM OF CURB. Q 06 $ � GARAGE REQ'D PER GRADE W/ CONCRETE SLAB PER Z CHAIR BLOCKS. MIN 1 #5 BAR @ PLAN OPT CURB PER H ffi J ENTIRE BASE TO BE O MF04/SD1 FILLED SOLID NOSING ADD #5 CONT. WHEN .-,.I TOP VIEW CORNER SEE ELEVATION STI RUPS REQUIRED 2 x P.T. SILL PLATE O CMU BASE w/ (1) #5 ° . `'° ° .°' a .;° ,.°.. SEE 3.' _ �,� .. Mond. O VERTICAL @EACH ° ' ';� _ - ° .. _ +' °� °- °' PLAN I ° II U _ _ _ - I I —III= ° e GARAGE WALL - - � - o ° ` I '• - -I CORNER. SEE FLR. : - ° • oo cri - -III- o -, BEYOND -III-1 I =I - r, - ,•. _ Q Q 'O ° d. — II CONC. SLAB PER PLAN FOR BASE SIZE I' .° :1.4Z (2) #5 DIA. BARS @TOP ° 4 2 4 Z ao M #3 STIRRUPS 48 .7; � _ � v W I- FOUNDATION ____.....____. 1 , ° �. z O #5 DIA. BARS @TOP - I :e°. :.' .' ... ° • @ �° ° ° a' d W g r� O.C. WHEN MONO :I I L J Z PLAN DRIVEWAY BY 4 Q' WHEN MONO DEPTH _ = I ° ..I O WHEN MONO DEPTH I i _ ' 'I ; ..I °' • U) a z_ DEPTH EXCEEDS =I I,' "a�� 0 BUILDER- CONCRETE o Q EXCEEDS 26 , IF - I- EXCEEDS 26 , IF _ 0 26". IF LESS THAN :I I I . r • °. I ' . d I- °' d SEE FOUNDATION FOR - "- I° t O ° N > - °.. °.•°d DEPTH < 26" THESE 4°. d ° < .' 26 THESE - I !. �..• +� OR PAVERS w DEPTH < 26' THESE - a - I . ° . ' 3/4" M PAD SIZE I. 4 a 4 !' W w BARS ARE NOT REQ'D =1 °I.. I BARS ARE NOT REQ'D _ ° ° r.y°....�; q STIRRUPS ARE NOT -1 W O CONC. SLAB OR a 4 4 • j w i . I GRADE d 4. GRA E I: ' , r o0 " i I ° " ° REQ'D I I I W LL d O w #3 STIRRUPS @ 48 - a _ #3 STIRRUPS @ 48 _ 4 e d 4 — —i j�� •' ', .ram. .. a a dc' . .e . PAVERS PER PLAN I" °° . q I : U f!y -_ �° � ` . e ° � � .d - -_ I• I - ' � °. I .4 -. _ ° 4 O.C. WHEN MONO - _ z O.C. WHEN MONO I d �=� I- Z -) — - - - - I_ c� W .•. a �a. C. 14 °, I° M n .�a.• — I_ n '— I° .''I° �.—. n `rim _ ° DEPTH EXCEEDS 26 , _I 1= DEPTH EXCEEDS 26 n (3) #5 CONT. W/ 3 MIN >r' a IF DEPTH < 26 THESE '_ d ° IF DEPTH < 26 THESE I e. ° I „ - 4 " - I A . : a - I I d COVER ON CHAIRS�- 20"x8" I - - - I I CLEAN COMPACTED N 4 dd I _ °� BARS ARE NOT REQ'D I- SEE PLAN FOR STAIR INFO. IF —III= I --I FILL @ 95% STANDARD - - 4 d - BARS ARE NOT REQ'D ' I I- I _I - - CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & THICKENED -IiII (I I --I I I DENSITY -_ d .. q �. ° I _ _ I , _ EDGE W/ (2) #5 -I I - �° L•...°. ' -L .� - (2) #5 BARS CONT. W/ ,III- - (2) #5 BARS CONT. WJ -I CLEAN COMPACTED FILL @ 95/o STANDARD POURED PROVIDE (1) #5 @ EACH STEP,ie - I 4 •. _ —1 I I CLEAN COMPACTED =I I =III ° CONTINUOUS 1'-8" 3" COVER TYP. CLEAN COMPACTED --~L_ °' °. d ..° '.. I- 3" COVER TYP. 1'-4" FILL @ 95% STANDARD 3" COVER TYP. III I =1 4 I=I I FILL @ 95% STANDARD DENSITY & TERMITE DRILL AND EPDXY (2) 12" LONG #5 BARS FILL @ 95% STANDARD 1= _ _ _ _ _ —I DENSITY - DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS DENSITY 4F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ENTRY MASONRY COLUMN AF_'b�2DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING W/ STAIR fiF2�DEEP MONO INTERIOR STEP DOWN ° 3/4"=1'-0" 3/4"=1'-0" 3/4"=1 '-0" 3/4' = V-0" 3/4"=1'-0" 11 TOP (2) #5 x 4'-0" PIPE PVC OR SCH40 SLEEVE > 0 CENTERED AT PENETRATION 0 J J A (/� Uj LiJ d A 22 CONC. SLAB PER 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE �a • - d •' - - I 0 1 FINISH PER ELEV. CENTERED AT PIPE _ I I I I_ 0 0 8" C.M.U. FINISH PER PENETRATION I I _ _ FOUNDATION PLAN 4 FINISH FLOOR ELEV. I - ° I-- I I W Z ••: ° FINISH FLOOR 0° = I = 4 d =I 111- 0 = Z PENETRATING - ° = I I- () _j . ..-_— Z �.., 4.. +• ...4 .. .. I I ( III I_A QI- Z W PIPE PENETRATING PIPE !-0 GRADE EEFDN. d a FOR PLAN- O ,e.'.._ _LOOP TIE (TYP.) d— SIZE&REINF. 0/ =E- IM PIPE PERPENDICULAR TO FND _— — — — PVC SLEEVE MIN. ,-i I ==III= - FOOTING PER PLAN z �.. I = I =1 - I=I I =I �- =I I I CENTERED AT PIPE PVC OR SCH40 SLEEVE RAFTING. STRUCTURAL ENG: CFG /BED DIAMETER TO BE 2 -III-III-III- - - - PENETRATION CLEAN COMPACTED I( --I I I I -I I I=I I � I_ ( D...... � ..._._ PIPE SIZES LARGER FILL @ 95% STANDARD FOOTING PER PLAN - 4 STRUCT: TNA 1 I — SEE FDN PLAN -I II THAN THE I I (=III- FOR SIZE I=I ( d PENETRATING PIPE (SIDE VIEW) DENSITY _ — ° d • QC CHECK: MRB PVC SLEEVE —III_ & REINF. 1- -_- - - (FRONT VIEW) JOB No. TM 2170226 I= ° SCALE: AS INDICATED PIPE VERTICAL THRU FDN �- I— d °d .. — I I- DATE: 03/02/2017 F1 TYPICAL FOUNDATION PENETRATIONS —III—III-III-1 I I NOT USED 3/4"=1'-01. PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. ,._ • -I I �i 1 I pIr , _ IOI rr , I .. . ....»I I I I I I:E1 I I- W Cl 8" 16" w 8„ � CLEAN COMPACTED > CLEAN COMPACTED CLEAN COMPACTED FILL 95% STANDARD (2) #5 BARS CONT, w/ 3 „ (2) #5 BARS CONT. w/ 3 @ COVER TYP.; AT 8 8 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD DENSITY DENSITY (2) #5 BARS CONT. w/ 3" M 2-STORY COND. (3) #5 2-STORY COND. (3) #5 DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY c BE 20" WIDE NON -BEARING SLAB STEP DOWN AF04)DOUBLE STEP FOOTING • .ate W w_ f: •co w :. z 1171, ENTIRE COLUMN TO g BE GROUT FILLED W ,. U.N.O. 07 441 I' �1 a PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c 1) #5 VERTICAL IN F 3ROUT FILLED CELL (IF ZEQ'D PER PLAN) F c DOTE: SEE MD08 ON INTEL PLAN FOR %DDIT'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 12x BUCK PER MD04 THIS SHEET i GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 s •� ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" PRE-ENGINEEF TRUSSES PER 24" O. 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. 01 HD @ 32" O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK 0 COURSE W/ (1 CONT. AR' KNEEWALL ABOVE MASONRY WALL F01 DORMER FRAMING DETAIL (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD 2x6x12 P.T. CENTER TYPICAL TIE BEAM w/ 3000 psi BUCK SEE PLAN FOR WALL ° CONC. w/(1) #5 REBAR CONT. 3/8" DIA. ANCHOR FRAMING INFO i CENTERED ,. d ° STD HOOK BLOCKING PER BRIG I 2x PT STUD OR ALTERNATE 1x PT WALL SCHEDULE FURRING TO CMU W/ 2x FRAMING PER . z PLAN ° TYPICAL FILLED CELL GARAGE WALL I °a w/ 3000 psi CONC. w/(1) BEYOND I ` #5 REBAR VERT. VERIFY w/ PLAN FOR ° I REQ'D LOCATIONS 2x6 P.T. BUCK EACH SIDE OF OPENING " — CMU WALL PER PLAN WATERPROOFING BY BUILDER 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 (5) 3/8 DIA. J-BOLT W/ 5-1/2" EMBED. AT EA. THREADED ROD PER I 11I (4) EQ. SPACED 2 TITEN HD ANCHORS w/ DOOR BRACKET, EA. PLANS. MIN. 6" FROM 3. SIDE OF DOOR. END OF BRG. WALU MIN. 1 a EMBEDMENT FOR HOLLOW PROVIDE 1-1/2" x 3/16" MASONRY WALL 1 I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID THICK WASHER W/ EA. I BLOCK. MAX. 6" FROM TOP AND BOTTOM ANCHOR. (1st BOLT TO OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" BE 8" MAX. ABV. CURB, BASE PLATE °I i FROM TOP AND BOTTOM AND 12" O.C. REST EQ. SPACED CONNECTION PER BRIGI BETWEEN �2411 O.C.) WALL SCHEDULE PT BASE PLATE 6RhBEARING/ SHEARWALL CONNECTION TO CMU 1 /2"= V-0" 3/4"=1'-0„ LINTEL (SEE PLAN) SEE TYPICAL HEADER FRAMING DETAILS FOR 7/16" O.S.B. EA. SIDE ADDITONAL INFORMATION (HEADER CAN BE EITHER UPSET OR DOWNSET) 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END HEADER PER "r LOCATION 16dEND VIEW w/ CMU NA S (TOP MON �— HEADER (SEE PLAP 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 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 O F ROOF SHEATHING FOR STRAP h CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p DTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C.''' E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW, d OF 2x PLATES OVER ROOF DECK PER VALLEY H , K FRAMING DETAIL ODOUBLE TOP PLATE B DSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C RAFTER JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ 1"" E STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN OCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER 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. 2x BUCK DETAIL SHEATHING PER PLAN TYP, TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D I�— (2) 2x TOP PLATE (2) 2x PLATE ---�" MIN. 2x4 SPF #2 KNEE --'"` MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ SPF CONT. 16" O.C. W/ 2 2x #2 SYP SEE PLAN ( ) 16" O.C. W/ .x4 3LOCKING ATTACH TO C STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH SHEATHING ON BOTH '/16" OSB W/ (2) SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE NAILING SCHEDULE FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS >x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED figKNEEWALL 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 I(TfB01 A/C IN TRUSSES 3/4"=1'-0" KNEEWALL AT UPSET BEAM PRE -CAST LINTEL PER PLAN FASTEN PT 2x BUCK ATTACHMENT REQUIREMENTS.. SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 1/2" 12" O.C. 1 3/16" x 3 1/2" 191, 2x8 3/16" x 3 1/2" 12" O.C. 2 TO MASONRY NOTES: 1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. 1 /2"= V-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" 3/4"=1'-011 ROOF SHEATHING ATTACH PER NAILING SCHEDULE 12 SEE PLAN " " STANDARD TRUSS TOP CHORD VARIES n A TRUSS WEBS NOT SHOWN FOR CLARITY r---------- --- i 2x4#2SYP CROSS i BRACING (AT 45°) W/ ' (3) 12d NAILS TO RAT A/C UNIT AND PAN RUNS. TYP EACH SIDE MIN. 24" BY SUPPLIER MIN. 24" MAX 48" MAX 48" CONDENSATE I I DISPOSAL BY A/C SUPPLIER CONNECTION TO BE 1-------- -- — — —� SUPPLIED BY A/C — — — — — — — — COMPANY (2) 2x4 #2 SYP BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END 3/4"=1'-0.. PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. TOP OF CHIMNEY MIN. — CLEAR BETWEEN FLUE 2'-0" ABOVE A POINT & FRAME WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF EXT. SHEATHING (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. DOUBLE TOP PLATE 2x4 VERTICAL @ 24 2x4 FRAMED CRICKET W/ GALVANIZED O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM + 4+ CHORD & (3) 10d NAILS + TO TOP CHORD; NOTE IF WALL HEIGHT IS — (4) 16d COMMONS BETWEEN 4FT & 8FT, * + NAILED @ EACH END USE 2x6 SYP #2 STUDS + GALVANIZED FLASHING 2x4 BLOCKING W/ (2) + 16d COMMONS END 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL 16d COMMONS END 2x4's NAILED TO VERTICAL 2x4's + + + + TRUSS PER PLAN 4 MO CHIMNEY FRAMING DETAIL 3/4"=1'-01, Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A%<: 1/2" x 8" ANCHOR BOLT — OR TITEN HD @ 32" O.C. & 6" FROM EACH END 2x PT BOTTOM PLATE PRECAST LINTEL OR KNOCK OUT COURSE MASONRY WALL O U a W 0 A c� W � Ore®®IIIIIIIII//j� 04 • '• / N STRUCTURAL . Q, •"• �2 a o`-o SHEATHING d +- • �= N TYP. TRUSS TO FRAME cwj �; Q = 2 Z Z CONNECTION PER :� ' '� a* C) U O STD. CONNECTOR '•.• .•` Gje� Q Q NOTES �' ••••.... ' `vim Z FRAME OUT TO BLOCK// EDGEIIII pp U i (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN V o FOR BEAM SIZE (ONLY on IF OPENING PROVIDED 0�r PER PLAN) O 4P M ii Rill! . MIN. 2x4 SPF #2 KNEE U I�i1111111111 l�`�30 0 WALL w/ STUDS @ 16" O.C. w/ STRUCTURAL o SHEATHING FROM c� 0 p TOP OF WALL TO a BOTTOM OF WALL. z +• ATTACHED PERtf O NAILING SCHEDULE rlipr,i,iir,l ,'' ��c�Stio U �•" OTHERWISE SP2 CLIPS c 0 Z AT TOP AND SP1 CLIPS r02 °.. AT BASE ARE REQ'D o �f o� �`' M KNEEWALL OVER MASONRY WALL 3/4"=V-0" i U) < w o I— 006 01 W (D z v PRE-ENG.TRUSS PER < U) Z � a PLAN, 24" O.C. MAX 0 ROOFING MATERIAL 12 W Q ~ PER ARCHS 0 SEE FRAMING PLAN � J Z V FOR CONNECTION F_ L.L.I INFO SEE ELEVATION F-- TOP OF MASONRY W W SEE ARCH PLANS FOR C.I _ OVERHANGINFO S RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID i w00 11 WINDOW PER > Q FLOOR PLAN Z W 0 A 0_ Lj J PRECAST CONC. OR ' ' W POWERS STEEL SILL W 0 1 TYP. @ALL WINDOWS O 0 2 (1) R IL'° O Uj CO EXT FINISH PER PLAN = Z 1 ~ _j L& w zQ p M. MAIN FLOOR O ELEV 0'-0" CONC. SLAB - ` •� VERT REINF. BEYOND SEE FOUNDATION _ _ _ I— STRUCTURAL ENG: CFG /BED PLAN FOR MORE INFO I I I DRAFTING: I I-� I= MASONRY WALL PER-STRUCT: TN'A I- PLAN _ _ QC CHECK: MRB SEE FOUNDATION JOB No. TM - 2170226 DETAILS FOR FTG INFO SCALE: AS INDICATED DATE: 03/02/2017 fi SO TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-01, SD2 >SOCIATES, LLC. is strictly prohibited. SIMPSON F. — DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Cc CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWI` H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. 45' CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO IV BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J-BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. T' CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EACH END AND 32" O.C. 24" O.C. FOR FALSE BM ~ w MAX. ATTACHMENT w/ (3) 10d = O TOENAILS EA. END U) PROVIDE 16d NAILS z zo GABLE END TRUSS TO c i 2x TOP PLATE TO w PLT.@12" O.C. MAX. = U .^ GABLE END W/ 16d iI 0 m O NAILS @ 6" O.C. FRAMING FOR FALSE L i CMU WALL OR LINTEL a .. = BEAM, IF REQ'D w/ (3) BELOW ' . HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING'k** EO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS V-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS 1 NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB-91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN - GE0 GABLE END @ VAULTED CEILING GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H b 7'-0" (1) 2x4 BRACE 7'-0" < H b 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < Hb14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1" ' (2)16d NAILS PLT. TO NAILS, TOENAILED 0 CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART —GABLE BRACING (+) SEE CHART x STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACE TO BLOCKING A PROVIDE 2x4 BRACE W F- Q FHING PER PLAN E O.H. IS > V-0" END GABLE w/ JOKERS @ 24" z O RUN BACK TO O JMMON TRUSS (3) 12d TOENAILS. W ECT TO DROP WITH H2.5 CLIP. '-0" U O.H. (A W 2x4 0 Z 24" O.C. Q END THING FASTEN -.?IGABLE END TO EA. ADJ. DIAG. PER PLAN � W SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN. 16d NAILS. SPLICE AS REQ'D Of STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & TRUSS PER PLAN EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE W TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN .. 16" O.C. 1/2" x 8" J-BOLT @ 32" a DTC CLIP, (2) 8d NAILS ot O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN p° IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END WALLISPLICEDETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 w O RIDGE BOARD W/ A35 o ON (1) SIDE OF RAFTER & A35 ON ADJ I RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SIDS SCREWS TO TOP n� u TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE-ENG JP VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL 1 /2"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive propert SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS ft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. e.4 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL fiFOkNON-BEARING WALL CLIP DETAIL 3/4"=V-0" y of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the express --- SIMPSON H10A DIAG. as TO BLOCKING ` %11111111111 �s X. CL ®C�� GABLE BRACING @ 48" AC �— PROVIDE 2x BLOCKING Z Z O.C. MAX. 450 FROM FOR NAILING Q 0° HORIZONTAL (+/- 10°) BRACE NOT REQUIRED �. 00 .0 -j • �/, ••.° ' � ® c[ 6' FROM EAVES. a fs '°•°.° •'• 5 moo` Z Q � SEE PLAN FOR AN ��s*11111�iR ```e m O SUPPORT AND TIE DOWN OF JACK TRUSSES � l PROVIDE BLOCKING `./ BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 ra BAYS SEE GABLE WALL PER PLAN • 4-4+0 FOR CONNECTION DETAIL FRAME WALL SHOWN; 1 O ii , ILba co ONNECT ONS 11, MAY ALSO BE U II ��3� o MASONRY) 'NOTE: *** 0 z O GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING pq U o O S O; U o W a GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR Q W :1 HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER o ❑ 01 SEE HEADER CANTILEVER PLAN I— o6 SCHEDULE & NOTES W (. FOR ADDT'L INFO. ❑ Z SIMPSON LSTA12 OR SP4 CONNECTORS @ J 24"o.c. IF HEADER WITH GABLE TRUSS �...� UPLIFT SPAN 4'-6" OR O MORE. EXT. SHEATHING, �/ ATTACH PER NAILING LL U vi 2x D WNFRAME T SCHED. O qw Q DOOR AS REQ'D (2) 16d NAILS TO EA. W 7� ~ COMMON TRUSS J ` I � � W 2 SIMPSON META16 @ W V 32" O.C. GABLE TRUSS MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT _ I EA. SIDE OF HEADER WOOD WALL TRUSS � � (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN T' 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY KGE�OGABLE END AT VALLEY FRAMING c 3/4"=V-0" HEADER STUDS PER 11 HEADER SCHEDULE Q 00 U.N.O. ON PLANS > 11- 0 _j -J V)WLLI 400, I ATTACH JAMB STUDS Y R PER WF08/SD4 IW 1 Nc I 0 II- 0 � �Wm I 0 U Z LU Z0 P.T BASE PLATE Q a� Q W NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER STRUCTURAL ENG: CFG /BED PER HEADER SCHED. THEN - ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT: TNA STUDS REQ'D. QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED DATE: 03/02/2017 fiRkTYPICAL HEADER DETAIL NOT USED nq ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A.C. ,SOCIATES, LLC. is strictly prohibited. I n NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTAL _ PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAN BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NA PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW •'\ NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6 NAILING ATTACH 2x4 STUDS TO ) REQUIREMENTS THI • (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOF WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10d ALL LOCATION LOCATIONS) NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS N ATTACHED PER (WF08/SD3) TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x8 STUDS TO TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD FO � TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP SPLICE ---� DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" z z p z W 1 1/2" w N W Q4 N N PLATE N 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE z _... PLATE O Q TO EACH PLY OF BUILT z I I I I UP COLUMN BELOW W/ (2) 10d NAILS 00 00 10d x 3" COMMC TOP PLATE CORNER TRANSITION OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. � NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 w O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING z _ _ _ _ W r (1) ROW OF 8d COMMON NAILS @ 3" O.C. A' =NAIL SPACING I� II a = � = 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON aI 2��FR �qer ROOF SHEATHING, 20�FR 0, p¢ NAILS @ 3 O.C. F �9p O � T I — II — II II a � z = 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" NG�yOTR�sS FASTEN PER PLAN FiyC ti TAUS III - 0 COMMON NAILS @ 3" O.C. — — — Oh, OPO S III III II II I WALL SHEATHING O = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS ti DETAIL. MAX 1/8 g A 1/2" III OPENING III I I I I I I SPACE BETWEEN w w O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 2x4 FRAMING @ 24" III III 4 II PANELS z COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. IIIrAROUND 3 II I II II co © PLYWOOD SPLICES HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4 O.C. PROVIDE JOIN4)10dT x3 PER-ENG TRUSSES NAILS AT JOINT IIITYP. III I I I I I I Z) p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III III I I I I I I 2x STUDS BEYOND, � TOP &BOTTOM SHEATHING SPLICE, STUD PER PLAN _ @ 4" O.C. III III II II II SEE PLAN FOR MORE W 1.1_ � O7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER-ENG TRUSSES ^"''11'^I 2x4's O z W C L u i EDGE DISTANCE PER VftIL 10dx3" INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO 1- z 1- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA III II II II 2 FASCIA PE W - cn III II I II II II I I I II I a> o III I I I II I II I II II II p= o 0 iJL--IL Ill_��-i-_IL CO O �� — — — — — — — — — — — — — Q N SYSTEM O7 w W " — — — — —FLOOR w CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN 01 SHEATHING DIAGRAM WF1)\EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD x R PLAN CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8 GAP LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ NAILING PER !1O.H. 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d SIZE O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR MORE INFO & MORE INFO & BLOCKING @ 24" O.C. DOUBLE TOP PLATE w/ (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END @ EACH STUD 12d NAILS @ EACH END ++ X 2x12 BOX HDR w/ 2x8's X X TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 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 z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST H NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF ++ + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ ) NAILS @ X X 2X BRG WALL, SEE I i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL A X X PLAN FOR STUD SIZE & TOENAILS INTO OTHER SEE WALL CLIP DETAIL SPACING, MIN (2) 2x SEE FLOOR PLAN FOR TRANSOM BETWEEN TRANSOM BETWEEN TRUSS FOR MORE INFO LINTELS LINTELS • UNDER GIRDER TRUSS MORE BRG. WALL INFO U.N.O. LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PL 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE — PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER fiFl SECTION @DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER 3/4"=1'-0" 1 BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN �T PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 5/8" THREADED ROD w/ ' 0' NUT SET IN ADHESIVE ° l SEE FOUNDATION PLAN FOR ADDITIONAL 9 INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/" SIMPS.-7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SIDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �- 2x8 #2 SPF VERTICAL LINTEL PER PLAN SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDE 1 /2"=V-0" 3/4"=1'-0" I % 1/2"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. .....� 10d x 3" OPP. SIDE H 0 O on \NCE PER . . . . . . _LL cs Ll.l ® 'A®�S"S ISO N W c0 lk 00 o N z — ROOF SHEATHING, ;w O; .� Q FASTEN PER PLAN j ire ®� p 09 Z �( ®e ''�®'ri r I 111110 aO m o — 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS rr ll EA. STUD OR TRUSS V O MEMBER, TYP. (MAX. Cn 24" O.C.). IF MASONRY, I USE (2) 1/4" TAPCONS O � �601 v w/ MIN. 2" EMBED. @ U 'x �0 0 24" O.C. MM z — TRUSS PER PLAN �' W a o O . z I c� 0 it li'iui G� C� Iry l 9,iill' ti�1 (D — WOOD/MASONRY o WALL OR TRUSS, SEE O��tti PLAN (TRUSS SHOWN) 13 Q W 1-1 /2"= V-0" x �( w 0 w �- W z_� J — 2x8 TO UNDER SIDE OF Q Z ROOF SHEATHING 0 � N W Q ~ W 7 z�� — 2x8 #2 SPF VERTICAL J ` O @ 24" O.C. w/ EXT. W 2 SHEATHING PER � ♦ ^ NAILING SCHEDULE & v (4) 12d NAILS EACH W TRUSS MEMBER (TOP = AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL R � o 00 11 o � ZWo �W J W W 00 1 F— O �Wm V W L.UU >" z p .._ STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED DATE: 03/02/2017 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN DBL. TOP PLATE SEE ARCHITECTURAL PLAN FOR OVERHANG MDR. PER PLAN INFO 2x STUDS, SEE FRAMING PLAN FOR WINDOW AS SPACING AND GRADE SCHEDULED AND SEE ARCH PLAN TO VERIFY SIZE EXTERIOR FINISH PER PLAN INT. FINISH PER PLAN MID -SPAN BLOCKING 2x BOTTOM PLATE w/ U.N.O. (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING INSULATION PER PLAN IATTACHED PER SEE DETAILS WS10, NAILING SCHEDULE WS11 OR WS13 FOR FLOOR TRUSSES SEE ADDITIONAL PLAN FOR DEPTH AND INFORMATION THIS DIRECTION 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 WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS —F—T* NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR NO MOISTURE FRAMING PLAN FOR CONNECTIONS BARRIER (FELT PAPER LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE " PLAN FOR SIZE AND O.C. FRAMING PLAN FOR " CONNECTIONS REQ'D # OF STUDS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE USE SIMPSON MSTCM60 STRAP W/ REFER TO PLAN FOR (20) 16d SINKERS & (14 » BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS INFO. FOR TRUSSES 20" TO 26" DEEP » PRE-ENG. FLOOR (IF TITENS ARE NOT IN SYSTEM - IF NO FLOOR LINTEL COURSE OR » SYSTEM INSTALL INTO FILLED CELL USE KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) , » SOLID BLOCKING U.N.O. »» \ FLOOR TRUSS PER UNDER COLUMN PLAN ABOVE PROVIDE SOLID BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO TRUSSES TO BE P.T. IF NO MOISTURE /WSO TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. BEARING WALL PER PLAN BEYOND SEE FLOOR FRAMING A A COLUMNS PLAN FOR FLOOR MID -HEIGHT BLOCKING SYSTEM INFO. PER BEARING WALL (1) SIMPSON LSTA30 STRAP IN/ (11) 10d TO PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND 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 DOUBLE 2x TOP PLATE SOLID SHEATHING @ 2x BOTTOM PLATE HEADER 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d ATTACHED PER F�14 x1-1/2" @ 24" O.C. (USE SyFFT NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d a NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. 3", THEN RUN DOWN 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER FLOOR PLAN FOR MIN. HEADER EXTERIOR SHEATHING HEADER SIZE & REQ'D FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING STUDS ABOVE PLATE W '- FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d FU<<s x1-1/2" @ 24" O.C. (USE HEFT Z SP6 @ 2x6 STUDS & 0 SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN (� HEADER - SEE 2ND U) FLOOR PLAN FOR MIN. Q HEADER SIZE & REQ'D JAMB STUDS CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN -- --- -- FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL O IF HEADER IS UPSET A j BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS W STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ (2)10d LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS gn (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS SCHEDULE ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 10dIN : 2-STORY WALL NAILS '• (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d REFER TO MASONRY WALL --'s: NAILS FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. 1/8" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DI STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2 FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiso"�TYPICAL TWO STORY COL. @ GIRDER fis_o"�2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR IA CORNER A -A 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x A� ®eo%W1111141111." OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d w `N�� d ®®i� . LH � WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING �� n•°"'1`•.•��/jj ®✓ice a04 (2) 2x SILL AT WINDOW LARGER THAN 4FT: 2 °•° / ® V CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x O ° `� Uj00 w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 cct ° • 2' OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO cv = N THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x :�,� —:.� =ems Z Z O STUD PACK w/ 10d CD . Q Z U THAN 6' T&B PLYWOOD CRIPPLES @ 16" O.C. ZU • SIMPS. MSTAM36 w/ SHEATHING REQ'D NAILS @ 8" O.C. THEN O •O 0 STUDS @ 16" O.C. w/ 2 10d TOENAILS o� :� z ` Q Q Q (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD �'' d�•o•o°o••••• �``�� Z FLOOR TRUSSES ARE SEPARATE SHEATHING TOE OF SILLx 2 1/4" TITENS; IFIOPEN G SHEATHING REQ'D rs'�'�'® ,� Pa� ````e®'` CE O (3) 2x STUDS 20% 26" DEEP, USE UNDER WINDOW (MAX( CO m LL . WIDTH 4'-0"). USE A35 SIMPS. MSTCM60 CLIP AT EA. END FOR STRAP w/(20) 16d OPENINGS GREATER SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS �ll 1/4" TITENS INSTEAD. » THAN 6' V p (IF TITENS ARE NOT IN 4/ cr, LINTEL COURSE OR " ' " �p INTO FILLED CELL USE 2x TOP & BOT. INTO LSTA30 w/ O lib M (11) 10d TO STUDS` + Ol 14,1/4" X 1 3/4" TITENS) Y RIBBONS, CONT. ABOVE PLATE U.N.O. U d^P IIII' y1N NOTE: ALL FLOOR " TRUSSES TO BE P.T. IF " NO MOISTURE BARRIER (FELT PAPER (4) 2x STUDS OR SIM) IS PROVIDED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN STANDARD CORNER A -A FRAMING PLANFOR FLOOR , 2nd FLR STUDS TO BEAR ON CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS (2 BOTTOM PLATE W/ (MAX) (2 BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12 O.C. 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE-ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END END 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR • : (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL CONNECTION (2) 5/8" TYPE "X" WHEN �' (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER ° C. 3" O.C. WALL MASONRY WALL PER • r` BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN I.. MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE SEE CONNECTION BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE JOR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fiS1 FLOOR TRUSS TO GIRDER CONNECTION 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" SIDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE 1A1 S10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a SEE ARCH DWGS FOR w TOPPING INFO o_ 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR ..f. LUS46 TO LEDGER CONTRACTOR TO ° r SEE WS11/SD5 FOR °e PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO •�. CONCRETE SLAB LINTEL PER PLAN PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" rMs Z SEE FRAMING PLAN U C O o FOR FLOOR CONNECTION Z rr ll O f G�ti� V a� E'' ''III"��,�i�iy�i�i•�, �,: ��St U < FLOOR GRIDER OR cry Z��ti� BEAM o 0 Q HEADER CONNECTION @ 2nd FLOOR HIGH BM _ 3/4"=1'-0" Z J W� o 0 .� 06 Z�� J ry Za oto H o Q � �"' z �0 w N o 11 � aLO Zwo W W 0 1 0 P 0 co R � loc = Z aa= STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170226 SCALE: AS INDICATED DATE: 03/02/2017 3/4"=1'-01, I� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. ._ 9 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP BLOCKING 1 SIMPSON (2, 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE �. (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS 69ASECTION @ COMBO TRUSS (2) 2x SYP #2 COLUK 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 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A FRAME WALL FLOOR TRUSS PER PLAN 2x8 #2 SYP P.T. SII PLATE w/ 1/2" EPO ANCHOR BOLT 01 J-BOLT W/ MIN. 7" EMBED. @ 32" O.0 SEE PLAN FROM EA.END SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN WALL SPLICE DETAILS 1/2"=1'-0" A OTHERS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING — I ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS SCHEDULE II PRE-ENGINEERED — TRUSS PER PLAN I 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SIDS WOOD SCREWS @ I 16" O.C. MAX. & 3" _ FROM EA. END -USE I (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP Z PLAN (DRAWINGS— 2x8 SYP #2 LEDGER W/ „_ MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) CD01 LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOW 3/4"=V-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER F NAILING SCHEDULE ROOF SHEATHING — ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS I SCHEDULE I PRE-ENGINEERED — I I TRUSS PER PLAN 2x6 #2 SYP CONT. I A° LEDGER W/ (2) Y4'x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO " SIDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16 O.C. MAX. & 3 TRUSS (TRUSS. TRUSS SHOP FROM EA. END -USE (3) DRAWINGS �� SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER OF �.T. USE O16d AILS) D04 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J-BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ° 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM 4... EXT. FINISH PER ARCHS F121 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J-BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & 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 O.H. ER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiF1' BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE Ll SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN I 1 FOR MORE INFO 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLANSTUDS ; ABOVE ARE 1 I O ALIGN W/ STUDS 1 1 I BELOW 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 I 1 2x SPF BASE PLATE 1 1 1 PRE-ENGINEERED I E D I I FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 I 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 I 1 1 q 1 1 SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d W 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT Q ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF --- SHEATHING TO BLOCKS W/ 8d NAILS @ O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SIDS SCREW @ 16" O.C. 6" O.C. (5) 16d NAILS BRACE z TO BLOCKING 0 PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN V TO DIAGONAL W/ (2) (q 16d NAILS W❑ TRUSSES PER PLAN WALL BRACING @ 48" O.C. MAX. 45° FROM _.-_ HORIZONTAL (+/- 10°) a j BRACE NOT REQUIRED W 6' FROM EAVES. W N ,�� .•..... 3� . a: C (2) 2x SPF TOP • *- . — Z V �' p J •' • ® i � Q ' •• •• • �```\` Z • LL V O r� o� O IIP, III �I I' Irl l l balyl��3o 0 CV 0 O m z U c r� O I_� p zIII 4 Z � G O am a.. 9 J Z W% tJ w W Z�Is j Z� v 0 �y 0 Q F 1 SEE FOUND. PLAN FOR FTG. REQ. I I I J f— Z H «1 0 q a 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR C O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER I" IN MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W W NAILS INTO HEADER IF PORTIONS OF THIS WALL ( OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT FOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO S BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. 0 11 a00 ZWO A WUj LU � W O 1 p 111 O 0 2 to R 111J CO OUW_ U ZO — O STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM- 2170226 SCALE: AS INDICATED DATE: 03/02/2017 !z nf; COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. i un uniii ririr-aiuu i i I I I ' I II '.II I:I. ', Ili 1 CI 1 11" 1 -L__- MIN. (3) 2x SYP #2 STUDS REQ'D @ END STANDARD (3) 2X12 OF LANDING W/ MIN. (6) _�-` STRINGERS W/ 16d NAILS FROM SIMPSON A34 CLIP TO 6" MIN. LEDGER TO STUD FLOOR SYSTEM PACK 11 10 LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2r12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 o CLIP TO FLOOR _ �- SYSTEM & LANDING 2xJOISTS @LANDING FRAMING CD@ 16"O.C. W/ SIMPSON z z A35 OR LUS26 HANGER z ON EACH SIDE Ffl 10" MIN. oo -v = STAIR WINDER DETAIL. 4'-0" MAX (2) 2x BEAM PER SCHEDULE WIDTH OF LANDING 2xJOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) A -A PLAN VIEW @ 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. STUDS REQ'D @ END IF ATTACHING TO OF LANDING W/ MIN. (6) MASONRY 16d NAILS FROM PACKER TO STUD i SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB 16" O.C. / STANDARD (3; SYP #2 STRING SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 1 Od TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE --� 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON w/ (3) 16d NAILS @ 16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD. ((2) 1/4" x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR MASONRY WALL) A -A PLAN VIEW (,@ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING /pQ� 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER -T FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS. PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO — STRINGER — A35 @ EA. STRINGER TO LANDING W SEE AR,9HS. FOR MAX. RISE F STEPS AND MIX TREAD DEPTH 2x12 STRINGERS ONE (2) 2X BEAM PER SCHEDULE @ END OF ON EACH SIDE AND LANDING FOR STRINGERS ONE @ MID -SPAN TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN A35 CONNECTION BELOW. MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" = V-0" SIMPSON A35 ' CONNECTIONS MASONRY WALL OR - FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING '�- (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 61-01' (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 V-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 T-0" 9'-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" V-01. (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-0" (2) 2x12 2x8 T-O" T-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6-0 " (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION FLOOR SYSTEM PARTY WALL OR — ELEVATOR WALL SEE PLAN 2X6 #2 SPF CONT. — LEDGER W/ (2) 1/4" X 3-1/2" SIDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SIDS SCREWS @ 12" O.C. ON ANGLE TYP. W Q r) CONTRACTOR • CONSTRUCTPANELS TO SLIDE INTO THE ELEVATOR SHAFT �i!O� - ©'� ' VARY, PANELS 1 AND 2 TO BE qf i�i�i��♦ r r SHIFTED OUT TO ALLOW FOR PANEL (WHICH IS LONGER) TO BE INSTALLED LAYOUT AND WILL AID LOCKING EVERYTHING TOGETHER."LATFORM CIQ r SPAN BLOCKINGNJ W/ (2) 12d TOENAILS -2X6 #2 SPF:•A-r (3) 16d NAILS INTO JOISTSW/ r I 04 d N • _ oo••o•��S,SrI 00 . •• e2✓� ��i � D) o _ 4- o "� N Z ° Z SCALE: 3/4" =1'-0° MIN 7/16" FLOOR PLATFORM DETAIL �c W c " � 0 SHEATHING U , ¢: s i Q Z 2x4 CONT. TOP PLATE ••®`••.®.•..• �,5 w® R O 3y2" ATTACH TOP PLATE TO ✓ �[ PRO eye` m LL 2x4 #2 SPF STUDS STUDS W/ 2 @ O 16d TOE SEE ARCH PLAN 32 2x4 CONT. TOP PLATE 24" O.C. NAILS ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d T 1 x x 24" O.C. W/ (2) 12d TOE NAILS e V 2x6 VERTICAL @ 6'-0" NOTCH SILL PLATE TOENAILS BOTTOM O O.C. MIN. AND @ ANY 2x4 SILL PLATE w/ (2) NOTCH SILL AND @ l FOR VERTICAL 2x4 #2 SPF STUDS r� o OPENING. W/IN 10d NAILS @ 4 O.C. PLYWOOD FLOORING 24" O.C. EVERY OTHER n O ��J HANDRAIL KNEEWALL (NOTCHED @ 2x6 STUD O �--+ N MAX 6'-0" ST04 ELEVATOR TEMP. FLOOR VERTICAL LOCATIONS). 2x L-BRACE W/ 12d ) TO ALLOW VERTICAL TO SLIDE DOWN TO NOTCH FLOOR T BE U ATTACHED TO WOIST U)°'",' `�3j o NAILS @ 4" O.C. 24 VERTICAL AND L-BRACE 6'-0" O.C. & @ SECTION X-X ANY OPENING @ FACE OF I -JOIST SHEATHING TO ACCOMMODATE 2x ATTACH 2x6 VERTICAL TO I -JOIST W/ (3) Y4' x 3" SIDS WOOD SCREWS EQUALLY BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. U a Z 0si 'I,I SSG 6 M U O 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d o ATTACH TOP PLATE TO 3" 45/a+� I -JOIST TO OUTSIDE +8 + NAILS @ 4" O.C. TO cry • �� STUDS 2/ (2) 16d TOE ' FACE OF JOIST O NAILS + + FLOOR SHEATHING � 0 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST -0 Q m 24" O.C. W/ (2) 12d N.T.S. W/ (2) Y4"x3" SIDSF TOENAILS BOTTOM 32" SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR a NAILS X X 8" WIDE WEB 2x4 #2 SPF SILL PLATE STIFFENER @ 48" O.C. Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) Q O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) 10d NAILS 4" O.C. ROWS OF 10d NAILS @ o _U TOENAILS BOTTOM @ 3" O.C. NOTE: SC (2) SIMPSON LSTA24 NOTCH SILL AND (NOTCHED @ 2x6 VERTICAL LOCATIONS). STIFFNER TO BE FLUSH w/ OUTSIDE OF o Q O 06 V � � � � STRAP 1 EA. SIDE OF STUD) EVERY 48" O.C. PLYWOOD FLOORING BOTTOM CHORD •m C? TO ALLOW VERTICAL J Z �$ FLOOR BEAM CONDITION TO SLIDE DOWN TO ...� J FLOOR BEAM SEE FACE OF I -JOIST J Q pz PLAN 2x6 VERTICAL AND Q ~ ZO ATTACH 2x6 VERTICAL L-BRACE @ 6-0" O.C. & @ANY OPENING W Q 4 a TO I -JOIST W/ (3) Y4" x 3" CU ui SDS WOOD SCREWS p� Z Q EQUALLY 24" I -JOIST SEE PLAN W z SPACED/CENTERED IN W 0 ST02 SECTION HANDRAIL W/ ST FOIE OFOJOISTSIDE ~ SINGLE I JOIST PARALLEL TO FLOOR SCALE: 3/4" =1'-0" F L00 R BEAM CO N N N.T.S. wLU . 2 SEE ARCH PLAN I I — 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS ?x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ Od NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO 2x4 CONT. TOP PLATE W (ATTACH TOP PLATE TO STUDS W/ (2) 16d �! 3 /2'� TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHERrj STUD TO BE 0 ✓ERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS NAILS BELOW (OTHERWISE NOTCH SILL AND SEE ARCH PLAN ATTACH W/ (2) 12d PLYWOOD FLOORING 7 MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) W) TO ALLOW VERTICAL Q TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X > lF" ?x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) cs Z W 0 BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. -J ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d ""'� W TRUSS W/ (3) Y4' x 3" SIDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO � LLI SCREWS EQUALLY SPACED/CENTERED NOTCH SILL AND 10d NAILS @ 4" O.C. E. FLOOR SHEATHING W 0 IN TRUSS TO OUTSIDE FACE OF PLYWOOD FLOORING (NOTCHED @ 2x6 "- o DOUBLE TRUSS PARALLEL TO FLOOR TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS a N.T.S. TO SLIDE DOWN TO W/ (2) Y4'0" SIDSfy W m FACE OF TRUSS SCREWS EQUALLY = 2x4 #2 SPF STUDS =a= SPACED & CENTERED V O O (� @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS W �- Z Q 6 VERTICAL @ 6'-0" TO TRUSS W/ (3) Y4" x 3" L-BRACE @ 6'-0" O.C. & Q Q = C. MIN. AND @ ANY SIDS WOOD SCREWS @ANY OPENING 8" WIDE WEB ~ ~ 'ENING W/IN EQUALLY STIFFENER @ 48" O.C. ry 4NDRAIL JEEWALL NOTCH SILL PLATE SPACE CENTERED IN TRUSS SEE PLAN (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ FOR VERTICAL TRUSS TO OUTSIDE 3" O.C. NOTE: FACE OF TRUSS STIFFENER TO BE STRUCTURAL ENG: CFG / BED 2x L-BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR FLUSH W/ OUTSIDE OF BOTTOM CHORD DRAFTING NAILS @ 4" O.C. N.T.S. -STRUCT: TNA ST03 SECTION @ HANDRAIL W/ QC CHECK: MRB JOB No. TM- 2170226 FLOOR TRUSSES SCALE: 3/4" = V-0" __- SCALE: _DATE. AS INDICATED SECTION X-X --_ ---- — - - -._ -- - - 03/02/2017 I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.