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HomeMy WebLinkAbout480 Red Rose Ln 17-3363 (a)GENERAL CON5TRUCTION NOTE5: ' CHAPTERS AND 5ECTION5 REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE65 ARE _ TO BE CON51DERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. LOT 157 THORNBROOKE 40S OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: r)API TN("..TnN 91;$Iq R FVATTnN .­ LIMITED TO. THE MANUFACTURER'5 INSTALLATION BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 10114 OF THE F.E.C.-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT IN6TRUCTION6 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. w CEILING CONSTRUCTION; I. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE65 THAN 1/2 INCH 112.1 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 min) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A GAR,AGE LEFT FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 81023.5, EXTERIOR FIN15HE5; INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6,1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR05i0N-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES TAYLOR MORRISON SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C,R. - 5TH EDITION (2014) R103.62 AND ASTM C 926, PER F.B.C.R 5TH EDITION (2014) 8103.62.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO61ON-RE6I6TANT 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 ASTM C 926, THE WEEP SCREED SHALL BE -- PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE UNEP SCREED. PER F.B,C.R 5TH EDITION (2014) RI03.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL 3 5 IN 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 12014) 810 .6 OR ACCORDANCE WITH A5TM C 926, THORNBROOK 40's INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE COMMUNITY SPECIFIC CONSIDERED A5 CONTROL JOINTS. SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX EGRE55:STANDARD 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, 111 K ro w DAVIS BEWS DESIGN GROVP r- LO - EST. 1994®. O -j co 0��M am 19 ai N I.ra�r L • 0 :2,8 .0 0 0� 0 3�E LLY'•W -*m ti ' o "r z C4 1 r%s PERMIT. Intool 2. MECHANICAL APPLIANCES SHALL BE ACCE5615LE FOR INSPECTION, SERVICE, REPAIR; AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER • JOB NUMBER 27002.323 CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAT 100 5.F FOR HORIZONTAL APPLICATIONS DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IB FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, 42" UPPER5, PAVER ENTRY AND ACRYLIC AT LANAI, RECORD COPY REVIEWED IOP CODE COMPLIANCE PLANS EXAMINER DATE Q!Rap V S. 10N Al�hFQR�?_ 5V !­ A PERMIT ISSUED SHALL_ BE CONSTRUED TO 13E A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES,THE BUILDING OFFICIAL FROM THEREAFTER ENT REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST' REQUIRED Results to be Verified LIP Slob rd1spoofion �VILD/�C SANFORD #17-3363 10 -CD4 -11 CREATED LOT 5PECIFIC PLAN FOR LOT 151 IN THORNBROOKE 40'6, ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: (S) CEILING FAN PRE -WIRES, (12) RECE55ED CAN LIGHT5, UNDER CABINET LIGHTING IN KITCHEN, FRONT DOOR GLA55 IN5ERT, RAILING AT 5TAIR5, (2) FLOOD LIGHT5, EXTERIOR G.F.I, INTERIOR G.F.I. (2) OUTLETS IN NON WET AREAS, (2) MOTION DETECTOR5, OVERHEAD GARAGE DOOR CONTACT, (2) WIRE CHA5E TUBER, OPTIONAL 51NK IN BATH 3, ALTERNATE DEN, TRAY CEILING IN MA5TER SUITE, 9' POCKET DOOR AT FAMILY ROOM, 8' INTERIOR DOOR5 AT MAIN FLOOR, VENT HOOD / MICRO TO OUTSIDE, RADIANT BARRIER, INJECTION MA50NRY FOAM IN5ULATION, RAIN5HOWER IN MASTER BATH, LAUNDRY TUB ROUGH IN, ADD VALVE FOR HANDHELD 5HOWER IN MA5ER BATH, 5HOWER I.L.O. TUB AT BATH 2 AND WATER 5OFTENER LOOP AND DRAIN, COV - GENERAL NOTES, INDEX, SPECIFICATIONS 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. i 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO 1 SLAB I N 1 RFAC PLAN N THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE 2A1 - MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: S ITT N INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2A2 -MAIN F L00 R PLAN DIMENSIONS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFAGIURER5 WRITTEN INSTALLATION INSTRUCTION . WR E MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE 2 B 1 - UPPER FLOOR PLAN NOTES METHOD 15 TO BE USED, C,In DWELLING / GARAGE OPENINGS:as 2 B 2 - UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, SOLID CORE 15.G.) OR HONEYCOMB CORE STEEL DQOR5 � d 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. r r FLOOD ZONE REQUIREMENT5 N Ilrrr� 3A1 � FRONT ELEVATION PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) : ���®���•• ®®® �y��'°�% 3A2., 1. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052,6 AND 8905.2.6.1. �`�• ®•"•��i ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT 5HINGLE5 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 r ®� 0 ° J HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LA1 JR5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226; TYPE 108 TYPE II, ASTM D 4869, TYPE II OR 3A3" FLASHING DETAILS TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF • 0. Z UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052:1, �' �•'�•� 3A4 -FLASHING DETAILS-�® • �� CLAY AND CONCRETE TILE (IF APPLICABLE) : 4Ad f"% A THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - STH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, 08 MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vase 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 d OR THE RECOMMENDATIONS OF RA5116,119 OR 120. REQUIRED UNDERLAYMENT PER F.5.C.R. - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH A5TM D 226, TYPE II; A5TM D 2626, TYPE 11; OR ASTM 4 B - UPPER FLOOR ECAL PLAN D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vas) 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND V -m" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER DAVIS BEWS DESIGN GROVP 150 STATE STREEC EAST O1A5MAR, FLORQ7A 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.CAM TAMPA • DENVER - EST. 1994®. 2A2 -MAIN F L00 R PLAN DIMENSIONS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFAGIURER5 WRITTEN INSTALLATION INSTRUCTION . WR E MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE 2 B 1 - UPPER FLOOR PLAN NOTES METHOD 15 TO BE USED, C,In DWELLING / GARAGE OPENINGS:as 2 B 2 - UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, SOLID CORE 15.G.) OR HONEYCOMB CORE STEEL DQOR5 � d 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. r r FLOOD ZONE REQUIREMENT5 N Ilrrr� 3A1 � FRONT ELEVATION PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) : ���®���•• ®®® �y��'°�% 3A2., 1. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052,6 AND 8905.2.6.1. �`�• ®•"•��i ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT 5HINGLE5 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 r ®� 0 ° J HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LA1 JR5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226; TYPE 108 TYPE II, ASTM D 4869, TYPE II OR 3A3" FLASHING DETAILS TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF • 0. Z UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052:1, �' �•'�•� 3A4 -FLASHING DETAILS-�® • �� CLAY AND CONCRETE TILE (IF APPLICABLE) : 4Ad f"% A THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - STH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, 08 MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vase 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 d OR THE RECOMMENDATIONS OF RA5116,119 OR 120. REQUIRED UNDERLAYMENT PER F.5.C.R. - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH A5TM D 226, TYPE II; A5TM D 2626, TYPE 11; OR ASTM 4 B - UPPER FLOOR ECAL PLAN D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vas) 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND V -m" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1610'-P" AWAY OR CLOSER. TUB AND 5HOWER AREAS: I; CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A57M 0288; C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION; I.ra�r I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES, -CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALLD15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTER$ WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. ' MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR r%s PERMIT. Intool 2. MECHANICAL APPLIANCES SHALL BE ACCE5615LE FOR INSPECTION, SERVICE, REPAIR; AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER Ln 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 ,CND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. CEILINGS SEPARATING THE FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 4116 GAUGE (0.48 SHEET STEEL 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR DWELLING mm) OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. J 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 6ECTION5 MI4113. EXHAU5T FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE • OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN5IDE 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 5005TER FAN 16 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2585 THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL. BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED; A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE • THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 11THI5 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 ATTENTION GENERAL CONTRACTOR / BUILDER: 166UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY 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 REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 08-29-2011 COV El 15'-01, 52'-4" G.C. VERIFY G.C. VERIFY AIR HANDLER ADD VALVE FOR RAIN SHOWER LINES FROM HANDHELD SHOWER UPPER FLOOR 3'-O"314" CONDENSATION �LU ELEVA�iION �pRAIN BY PLUMBER. PITCH T In TAYLOR MORR16ON USES 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE PAVER DRIVE/ LEAD WALK IC x all C.M.U. WALL ABV. C_ C.M.U. WALL ABV. r U) 0(00 Qi c�Nr, OcA�M N 4" P.Y.C. 6 aLL co _ N _ _ _$" OPT. I OPT. I 1 ��� PED. 1110 L -� w�f Y C4O r 400 �1``!n ZNG�P '— 3/4" CONDENSATION TILE _M I WA$NER LORYER J LAV a BRAIN BY PLUMBER" SEAT SNOWS l .g° 5'-111 V -b`64' A/C ABV. CSS PAD (SEE MECH.I'" CONTRACTOR 2O' -II" 2'-I" I'-$" 3'-1O" XI r, FOR LOC.) VIP «� 1 �;� PAVERS 3/4" coNDENSATION 4" P.vc, BRAIN BY PLUMBER 3/4" RECESS < II FOR ENTRY DR, CO a� 28'-$" 9'-2" 14'-4" 3'-$" i 161.611 r AIR HANDLER LINES FROM i UPPER FLOOR NOTE: o - d ALL SLAB ANGLES 1 ARE AT 45° (UN.O.) LT. N N � A \ ROUGH -IN _ - REFERENCE \ ELEVATION�a Lu Lu e PROVIDE WATER PITCH i s� PITCH 'c `"; LINE FOR ICE MAKER J CJ. TO DRAIN CJ. ZAA �7 _" 76 SLABi ._...�.._ 3A2 - of REF. WATER SOFTENER C: ERIFY N II a 1�' LOOP AND DRAIN YL !ONRV I IL�f,�J J LANIAI $ $ 50 GAL. M d- -IF�cA as TAYLOR MORR16ON USES 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE PAVER DRIVE/ LEAD WALK JOB NUMBER 27002,323 CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED IC x 150 STATE STREET EAST OLDWAR,FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DEIWER. r U) 0(00 Qi c�Nr, OcA�M N 66 6 aLL C C `° g, 1110 L -� w�f Y C4O r 400 �1``!n ZNG�P JOB NUMBER 27002,323 CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED SLAB INTERFACE PLAN GARAGE LEFT DAVISZJ BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR,FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DEIWER. EST. 1994 SLAB INTERFACE PLAN GARAGE LEFT ALL EMERGENCY E5CAPE AND RE5CUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). G.C. VERIFY ADD VALVE FOR HANDHELD 5HOWER G.G. VERIFY HAN5EN BOX RAIN SHOWER BELOW PRECA5T LINTEL DIRECT VENT DRYER THRU EXT. WALL T.OM, AIR HANDLER T.O.M. g, 4„ TEMP, GL. ENCL. LINES FROM 13 5H, 26 5H, FLAT HEADER g, 4„ N.B. ON 42" H. LOUD WALL UPPER FLOOR HD. AT 8'-0" HD. AT V-0" AT 8'.0" A.F.F. AFF. G.C. VERIFY 5 5H. v 20" H. TILE r_ 15H. (4 -__ , WG PED. G.C. VERIFY GLA55 RADIANT BARRIER £ LAV. --_-__-_._._,-_ SEAT a I OPT. I I OPT. - I AV T.OM. T INSERT FOR FRONT LWASHER LDRYER J 9' 4" j DOOR G.C. VERIFY 1.6x8-0 TILE TEMP. GL. ENCL, I INJECTION MA50NRY CPT. TILS ? BFp V6L�aWOWER ON 42" H. LOW PWDR PAVERS FOAM INSULATION -'D A')-10 1-W, ATTENTION TRU55 MANUF.: 8 DEN FLUSH FRAME PAD (5EE MECH. TRAY CLG. IN MA57ER p WALL �' �' , �; TO FURRING M. BATH 1 9-4 11 -4 x10 -6 CONTRACTOR SUITE IS DOM FRAMED 8'-8" V-41 9 -4 9 -4 FLAT CLG. W CLG. 9'-4" FLAT CLG. ENTRY I Lu FOR LOG.) 6, CLG. J -' ,�, CLG. CLG, 2-6x8-0 _` 9'-4" PLT. HT. I ? T.OM. MASTER SUITE BFD N M.G. u V-4 ��'v 16 0 x14'- 4 ( UTIL CLG. 9'-4". TRAY CLG: 6 I" .9 9'-4" CLG. "� AIR HANDLER 9 4 FLAT HDR. v Q I I I ILINE5 FROM cb� FOYER n, I 1 AT 4'-4" INSULATE UPPER FLOOR 9 -4' - _ _ - - _ CLG, j SEE SECTION 2x8 _ _ �� o x LL- 2x6 WALL ��` FLAT CLG. WALLS 19' 4" SLOPING 1 I 2 5 O 9'•4" ARCH FROM 5 5H.10 9 -4 FLAT CLG. � .� T � � �� � �� D AR ARCH CLG. CLG. I j VolME CLG. 8 0 TO 8 8 B REL LINE OF SECOND 8 8 FLAT CLG. «X FROM 8'-0" �/ FLOOR ABV. FLUSH FRAME � L � TO FURRING 1 UP TO 8'-8" / v �' S \ / LT. ROUGH -IN STAIR DATA: 18 RI5ER5 Al' k LINE OF SECOND 00 LINER I 42"H. 138" EACH ARCH FROM,�STAIR5 I RAILING . GPT. TILE 8 0' TO 8 6 2\\,\ \ \ �p �s FLOOR ABV, I PAVER DRIVE / LEAD WALK T.OM. T.OM, ry �, DE 1000 TREADS c i 9 4 AFF' I I \\ fid. INSULATE - I i '�AsovE Il 1 GARAGE 1 Q � 2 STORY 9� 4� \ �I 1 1 I 20'—o"x2O'—o" ONRLANAI CLG. I CLG. \ 1I 1 I 9'-4" PLT. HT. I ^AA II 1 I I 3A2 17-7 LANAI FAMILY, ROOM ARCH FROM I I DINING, I / KITCHEN I �� 9'- 8x14'- 4 19 -6 x14 -0 8' 0" TO 8' 8" I 10 -6 x14 -0 I / \ 9 -4 FLAT CLG. I INSULATE �c j 1 9'-4" PLT. HT. 2 -STORY VOLUME I 9'-4" FLAT CLG. ) - I WALLS u Q LINE OF 5ECOND I W� 1 0 42" UPPERS 0 WATER 50FTENER i o FLOOR ABV. I I O . LOOP AND DRAIN ORANGE I 50 GAL. � I `-BOrr. OF LINTEL T.OM. I LL, I W/ WOOD I W.H. -` L - - - - _. _._....._ T.OM. AT 8'•0" A,F.F, g .4 I i i 9 4 O.H.C. A.F.F. T.O.M. T.O.M. T.OM. 2 - 26 5H, T.O.M. T.O.M. N.B. HD: AT 8' 0" VENT HOOD 9' 4" V-4" 9' 4 TO EXTERIOR 9' 4" 91-411 AFF, AFF, AFF. REFER To 5HEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 G.C. VERIFY 8'-0" H, INTERIOR DOORS AT MAIN FLOOR HATCHING LEGEND 1N5ULATE WALL MAIN FLOOfR 14(0 15.1=. TYPICAL MASONRY 1115 5.17, TOTAL LIVING WINDOW SCHEDULE GARAGE 455 S.E. WINDOW WIDTHS 13e5.F. ENTIRY _ 15.1=. 20" 21" 37" 53" FV) _ WINDOW CALL -OUTS ` ,.. >.s> L ,�N a 1.0 U 26" cc .n;�� 12 5H 1/2 32 5H 22 5H 32 5H Lu E U. �rn m 0 0 lccC n = 39" 1 13 5H 1/2 33 5H 23 5H 33 5H 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 1211 3: 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, uj WINDOW 51ZE5 AND IN5TALLATION MAY 1/ARY PER AND 5PECIFICATION5. 0MANUFACTURER REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) G.C. VERIFY ADD VALVE FOR HANDHELD 5HOWER G.G. VERIFY HAN5EN BOX RAIN SHOWER BELOW PRECA5T LINTEL DIRECT VENT DRYER THRU EXT. WALL T.OM, AIR HANDLER T.O.M. g, 4„ TEMP, GL. ENCL. LINES FROM 13 5H, 26 5H, FLAT HEADER g, 4„ N.B. ON 42" H. LOUD WALL UPPER FLOOR HD. AT 8'-0" HD. AT V-0" AT 8'.0" A.F.F. AFF. G.C. VERIFY 5 5H. v 20" H. TILE r_ 15H. (4 -__ , WG PED. G.C. VERIFY GLA55 RADIANT BARRIER £ LAV. --_-__-_._._,-_ SEAT a I OPT. I I OPT. - I AV T.OM. T INSERT FOR FRONT LWASHER LDRYER J 9' 4" j DOOR G.C. VERIFY 1.6x8-0 TILE TEMP. GL. ENCL, I INJECTION MA50NRY CPT. TILS ? BFp V6L�aWOWER ON 42" H. LOW PWDR PAVERS FOAM INSULATION -'D A')-10 1-W, ATTENTION TRU55 MANUF.: 8 DEN FLUSH FRAME PAD (5EE MECH. TRAY CLG. IN MA57ER p WALL �' �' , �; TO FURRING M. BATH 1 9-4 11 -4 x10 -6 CONTRACTOR SUITE IS DOM FRAMED 8'-8" V-41 9 -4 9 -4 FLAT CLG. W CLG. 9'-4" FLAT CLG. ENTRY I Lu FOR LOG.) 6, CLG. J -' ,�, CLG. CLG, 2-6x8-0 _` 9'-4" PLT. HT. I ? T.OM. MASTER SUITE BFD N M.G. u V-4 ��'v 16 0 x14'- 4 ( UTIL CLG. 9'-4". TRAY CLG: 6 I" .9 9'-4" CLG. "� AIR HANDLER 9 4 FLAT HDR. v Q I I I ILINE5 FROM cb� FOYER n, I 1 AT 4'-4" INSULATE UPPER FLOOR 9 -4' - _ _ - - _ CLG, j SEE SECTION 2x8 _ _ �� o x LL- 2x6 WALL ��` FLAT CLG. WALLS 19' 4" SLOPING 1 I 2 5 O 9'•4" ARCH FROM 5 5H.10 9 -4 FLAT CLG. � .� T � � �� � �� D AR ARCH CLG. CLG. I j VolME CLG. 8 0 TO 8 8 B REL LINE OF SECOND 8 8 FLAT CLG. «X FROM 8'-0" �/ FLOOR ABV. FLUSH FRAME � L � TO FURRING 1 UP TO 8'-8" / v �' S \ / LT. ROUGH -IN STAIR DATA: 18 RI5ER5 Al' k LINE OF SECOND 00 LINER I 42"H. 138" EACH ARCH FROM,�STAIR5 I RAILING . GPT. TILE 8 0' TO 8 6 2\\,\ \ \ �p �s FLOOR ABV, I PAVER DRIVE / LEAD WALK T.OM. T.OM, ry �, DE 1000 TREADS c i 9 4 AFF' I I \\ fid. INSULATE - I i '�AsovE Il 1 GARAGE 1 Q � 2 STORY 9� 4� \ �I 1 1 I 20'—o"x2O'—o" ONRLANAI CLG. I CLG. \ 1I 1 I 9'-4" PLT. HT. I ^AA II 1 I I 3A2 17-7 LANAI FAMILY, ROOM ARCH FROM I I DINING, I / KITCHEN I �� 9'- 8x14'- 4 19 -6 x14 -0 8' 0" TO 8' 8" I 10 -6 x14 -0 I / \ 9 -4 FLAT CLG. I INSULATE �c j 1 9'-4" PLT. HT. 2 -STORY VOLUME I 9'-4" FLAT CLG. ) - I WALLS u Q LINE OF 5ECOND I W� 1 0 42" UPPERS 0 WATER 50FTENER i o FLOOR ABV. I I O . LOOP AND DRAIN ORANGE I 50 GAL. � I `-BOrr. OF LINTEL T.OM. I LL, I W/ WOOD I W.H. -` L - - - - _. _._....._ T.OM. AT 8'•0" A,F.F, g .4 I i i 9 4 O.H.C. A.F.F. T.O.M. T.O.M. T.OM. 2 - 26 5H, T.O.M. T.O.M. N.B. HD: AT 8' 0" VENT HOOD 9' 4" V-4" 9' 4 TO EXTERIOR 9' 4" 91-411 AFF, AFF, AFF. REFER To 5HEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 G.C. VERIFY 8'-0" H, INTERIOR DOORS AT MAIN FLOOR HATCHING LEGEND 1N5ULATE WALL MAIN FLOOfR 14(0 15.1=. UPPER FL-OOR 1115 5.17, TOTAL LIVING 2582 5P. GARAGE 455 S.E. LANAI 13e5.F. ENTIRY _ 15.1=. TOTAL SQ, FT. 32-41 5.1;. • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED MAIN FLOOR PLAN NOTES GARAGE LEFT x 150 STATE STREET FAST OWSMAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX W W W.DAVISSEWS-com TAMPA • DEr4VE1;t, r U too tor 0N�co ` ,.. >.s> L ,�N a 1.0 0 0 cc .n;�� ... a j Coo E U. �rn m 0 0 lccC n Zc�'vG� • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED MAIN FLOOR PLAN NOTES GARAGE LEFT ® p V / � O z r• LLI L3 c J LL c') s WIW d•Q� si V5 z Zcem 0 Ln 0 1111 1 2585 • TITLE MAIN FLOOR PLAN NOTES iii DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OWSMAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX W W W.DAVISSEWS-com TAMPA • DEr4VE1;t, - � EST. 1994 F,_r=.-- ® p V / � O z r• LLI L3 c J LL c') s WIW d•Q� si V5 z Zcem 0 Ln 0 1111 1 2585 • TITLE MAIN FLOOR PLAN NOTES iii 1_1 I'-4" 8'-4'• 2V -O" 75'-0° 411 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 27002.323 CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED x 150 STATE STREET EAST OLD6MM,FLORIDA 34677 813.925.1300 TEL 813.925:1800 FAX WWW.QAVISBEWS.COM TAMPA • DENVER a EST.1994 Lo 0 r0 a� 0 Jco�� �A Y+ a� Cqm am L N L 6 O°°�L 00 o J �00 3�E L y W W;: C4 ■ 0 c0 Z 4N JOB NUMBER 27002.323 CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED V) 82 �. LL! �U. J r+ til ®rr :w < ;V d O; Z z O �® •0. •°• 's✓ ai ••ese®eee• GJ ®� rvlo 0 ne nel 0 ce I Lr) 0 0 '��®®tttm1110 � iC? W 2585 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET 2A21 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD6MM,FLORIDA 34677 813.925.1300 TEL 813.925:1800 FAX WWW.QAVISBEWS.COM TAMPA • DENVER a EST.1994 V) 82 �. LL! �U. J r+ til ®rr :w < ;V d O; Z z O �® •0. •°• 's✓ ai ••ese®eee• GJ ®� rvlo 0 ne nel 0 ce I Lr) 0 0 '��®®tttm1110 � iC? W 2585 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET 2A21 n ALL EMERGENCY ESCAPE AND RESCUE OPENING5 SHALL COMPLY WITH 8310 PER F.5.C.R. - 5TH EDITION (2014). TEMP. GL, 5I -PASS 3050 SH. 2030 TEMP. 5H. 24" H. A/C HD, AT T -S" HD. AT T-8" TILE SHOWER PLATFORM * EGRESS 2-6x6-6 BATH 2 (Av. Lay. CPT. TILE 9' @" — cL°.6 Lu I I a TYPICAL WOOD FRAME LAV. K (0 WINDOW SCHEDULE BATV-011H 3 X WINDOW WIDTHS �e to 0 20" 24" 36" 48" yN' O's 0) WINDOW CALL -OUTS 13'-6"x11'-0" I RADIANT BARRIER 20" 1818 RG, 2018 F.G. 3018 RG. 4018 RG, W ad O - 600 � 9'-0" FLAT CLG. \ _ 241' © 1820 F.G. 2020 F.C. 3020 RG. 4020 RG. PROVIDE 9'-0" FLAT CLG. Z N Q 36" 1830 5H 2030 5H 3030 5H 4030.5H UNDER A.H.U. — — — — -------._..---- --- Z 48" © la40 5H 2040 5H 3040 5H 4040 5H � PROVIDE z 1 42 H. PAN AND DRAIN 60" �s 1850 5H 2050 5H 3050 5H 4050 5H 12° 1860 5H 2060 5H 3060 5H 4060 5N UNDER A,H.U. 2 -6x6 -87 5.0x6-8 I G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, W WINDOIW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW 6-0x6-8 5Fq U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED 9'-0•• CLG. GLA55- FG.) TEMP. GL, 5I -PASS 3050 SH. 2030 TEMP. 5H. 24" H. A/C HD, AT T -S" HD. AT T-8" TILE SHOWER PLATFORM * EGRESS 2-6x6-6 BATH 2 (Av. Lay. CPT. TILE 9' @" — cL°.6 Lu I I a FLUSH FRAME TO FURRING BELOW 2 -1,11011, HD, AT T -S" 2x 2x4 FRAME FRAME WALL WALL CLEAR OPENING HEIGHT5 �c 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 5HALL BE A MINIMUM OF 241NCHE5 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 OPENING$ ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.c.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83121 LAV. K (0 BATV-011H 3 X BEDROOM 4 I G.C. VERIFY to 0 JMI�� W W W.DAVISBEW&GOM `I'AMI'A •DENVER EST. 1994i W.C. yN' O's 0) CLG, 13'-6"x11'-0" I RADIANT BARRIER BEDROOM 2 ad O - 600 � 9'-0" FLAT CLG. \ 13'-4"x12'-8" VALVE �, s PROVIDE 9'-0" FLAT CLG. Z N PAN AND DRAIN \ 1 UNDER A.H.U. — — — — -------._..---- --- CLG, CLG. PROVIDE 1 42 H. PAN AND DRAIN — RAILING UNDER A,H.U. 2 -6x6 -87 5.0x6-8 I BFp 6-0x6-8 5Fq 9'-0•• CLG. p0 � � � A.N. I _ — _ 2.6x6 -S L _ �FIA • R/5 1 R/5 -- --- 42" H. 42" H. 24" H. A/C ayr�,6 � FLUSH FRAME RAILING RAILING PLATFORM CLG! 19 2x4 TO FURRING 91.011 FRAME BELOW cLG. WALL 2.4x6.8 I BFp ^AA 3A2 /OPEN TO LOFT BEDROOM 3 O 7 11'-0"x14'-4" 12'-6"x11'-0" Z. � / 9'-0" FLAT CLG. 9'-0" FLAT CLG. e T- :z FLUSH FRAME TO FURRING BELOW 2 -1,11011, HD, AT T -S" 2x 2x4 FRAME FRAME WALL WALL CLEAR OPENING HEIGHT5 �c 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 5HALL BE A MINIMUM OF 241NCHE5 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 OPENING$ ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.c.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83121 � JOB NUMBER 27002.323 • • K (0 r+ tii J��O to 0 JMI�� W W W.DAVISBEW&GOM `I'AMI'A •DENVER EST. 1994i yN' O's 0) ad O 600 � � � JOB NUMBER 27002.323 • • K (0 r+ tii J��O 0 JMI�� W W W.DAVISBEW&GOM `I'AMI'A •DENVER EST. 1994i yN' O's 0) O � � }� Z N � CAD FILE NAME LOT 157 TB ISSUED /0-04-17 REVISED DAVIS B EWS DESIGN GROUP 150 STATE STREEt EAST C11.JNMAR, FiORU)A 34bT! 813.925.1300 TFL 813. 92-5. 1800 itc; 0900cot0Ln 0>70Do FAX W W W.DAVISBEW&GOM `I'AMI'A •DENVER EST. 1994i LLI W ���r®4r►11,�1 �, ® oo••so•®® AA,, � • 1 E2585 • TI TLE • UPPER FLOOR PLAN NOTES Illrlrl�lll�w DAVIS9 BEWS DESIGN GROW 150 STATE STREET EAST OUXA4 , KORmA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. IV. r' UoLo 0 co Y/ O 's 0) �� N L aoLL 4 C :2,8 -0 ... 60 E n U. Y CA L0 T' 0 ZN�lot IrrrrrrlllrrM.rl�rl�� JOB NUMBER 27002.323 CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED UPPER FLOOR PLAN DIMENSIONS GARAGE J >m 2585 rlr�rr��l��l�lr� • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • DAVIS9 BEWS DESIGN GROW 150 STATE STREET EAST OUXA4 , KORmA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 F,--- UPPER FLOOR PLAN DIMENSIONS GARAGE J >m 2585 rlr�rr��l��l�lr� • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC 8301 AND TABLE 83015 PER F.B.C.R, 5TH EDITION (2014). 36" H. CONTINUOUS 42" H.� GRASPABLE 3/4" PLYWD. RAILING \ RAILING _ DECKING 5TAIR NOTE5: RAI ING BALVER5 5HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER, HANDRAIL END5 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE65 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR$ 5HALL HAVE WALL5,UNDER-5TAIR 5URFACE AND ANY 50FNT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYP5UM BOARD PER F.B.CR - 5TH EDITION (2014) 8302.1 STAIR SECTION SGALE: 1/4 : 14" 76LY05OTERMU— BEAM ,� / LINE OF 6'-8" MIN, 10.00° 150 STATE ST PLEEi EAST OLDWAR, MORMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W WDAVLSBEWS.COM TAMPA • nE gNfM FAMILY ROOM Or° � HEAD CLEARANCE l�) � i 0 �. h 0) .mN (j) ai.- N 6 Z6 Qj 2 �-n _°0 o" �Q >� U. roN 2x STRINGERS 4w 6p ro� . ■ 7� 42" H LOW WALL --f-I I" N051NG u (TYP.) a' oc 5TORAGE d UNDER M 2x TREAD5 AND 5TAIR6 `*? Ix R15ER5 (TYP.) 11 TREADS AT 10.00" EACH UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR$ 5HALL HAVE WALL5,UNDER-5TAIR 5URFACE AND ANY 50FNT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYP5UM BOARD PER F.B.CR - 5TH EDITION (2014) 8302.1 STAIR SECTION SGALE: 1/4 : 14" PLAN DETAILS- 5CALE; 1/4" W I -0„ GARAGE LEFT OPEN TO x w 150 STATE ST PLEEi EAST OLDWAR, MORMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W WDAVLSBEWS.COM TAMPA • nE gNfM FAMILY ROOM Or° � 0115 .Jcc+�I�W i 0 �. h 0) .mN PLAN DETAILS- 5CALE; 1/4" W I -0„ GARAGE LEFT JOB NUMBER 27002.323 � CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED Lu x w 150 STATE ST PLEEi EAST OLDWAR, MORMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W WDAVLSBEWS.COM TAMPA • nE gNfM --- � EST. 1994 T� Or° � 0115 .Jcc+�I�W i 0 �. h 0) .mN (j) ai.- N 6 Z6 Qj 2 �-n _°0 o" �Q >� U. roN 4w 6p ro� . ■ 7� M of JOB NUMBER 27002.323 � CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED Lu .. a z' O W ,� ..J Lack LL. ®®`® � 4O' 00 01. co LL q O; z oZi°�• c'0 �•'• Gj 0• 00 37 Lr) 1 III 25o0 go 5 • TITLE • PLAN DETAILS • • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE ST PLEEi EAST OLDWAR, MORMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W WDAVLSBEWS.COM TAMPA • nE gNfM --- � EST. 1994 T� .. a z' O W ,� ..J Lack LL. ®®`® � 4O' 00 01. co LL q O; z oZi°�• c'0 �•'• Gj 0• 00 37 Lr) 1 III 25o0 go 5 • TITLE • PLAN DETAILS • • SHEET • i I/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FIN16H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R - 5TH EDITION (2014) R103.6.2 AND 45TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 A50YE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS 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.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.5.C.R - 5TH EDITION (2014) R3122 6 12 /SHINGLE 2 6 ROOF G.G. VERIFY ALUMINUM OVER -SHINGLE �6 2x6 SUB-FASCfA ROOF (TYPICAL) PLT. HT, PLT, HT, 4 BANDING (TYP.) 1'-4" W. x 54" H. FE STUCCO STUCCO DECORATIVE FIXED SHUTTERS FINISH FINISH I'-4" W. x 5'-0" H. 7 7 DECORATIVE % I FIXED SHUTTERS co a5 c 4" BANDING 12 S 12 S� 12 (TYP.) 6� SHINGLE T6 SHINGLE � TI6 SECOND F.F. LINE ROOF ROOF SECOND F.F. LINE TT.O.M.,O.M. _ 611 BANDING 8" BANDING M 6" BANDING 4" BANDING TEXTURED D D D R❑❑ O LJ TEXTURED FINISHEl [71nn 1-1 FINISHL� ❑ ❑ El BANDING 7-1 El 171 ❑ _qT7� TEMP. BANDING MAIN F.F. LLINE _ _ MAIN FF. LINE L___j GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) G.C. RNTFRONT ELEVATION VERIFY O SCALE: 1/4" - 1411 DOOR. ELEVATION "A' GARAGE LEF .......... x 150 STATE STRJET EAST OUMAM, MOR1DA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CC7M TAMPA • nEls VEPL EST. 1994 a:z - rY0 J4�O 0 Ja�,I�� 'A 0 Lu YI Lo co >r Lu 00 roco r ��•�� .. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R - 5TH EDITION (2014) R103.6.2 AND 45TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 A50YE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS 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.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.5.C.R - 5TH EDITION (2014) R3122 6 12 /SHINGLE 2 6 ROOF G.G. VERIFY ALUMINUM OVER -SHINGLE �6 2x6 SUB-FASCfA ROOF (TYPICAL) PLT. HT, PLT, HT, 4 BANDING (TYP.) 1'-4" W. x 54" H. FE STUCCO STUCCO DECORATIVE FIXED SHUTTERS FINISH FINISH I'-4" W. x 5'-0" H. 7 7 DECORATIVE % I FIXED SHUTTERS co a5 c 4" BANDING 12 S 12 S� 12 (TYP.) 6� SHINGLE T6 SHINGLE � TI6 SECOND F.F. LINE ROOF ROOF SECOND F.F. LINE TT.O.M.,O.M. _ 611 BANDING 8" BANDING M 6" BANDING 4" BANDING TEXTURED D D D R❑❑ O LJ TEXTURED FINISHEl [71nn 1-1 FINISHL� ❑ ❑ El BANDING 7-1 El 171 ❑ _qT7� TEMP. BANDING MAIN F.F. LLINE _ _ MAIN FF. LINE L___j GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) G.C. RNTFRONT ELEVATION VERIFY O SCALE: 1/4" - 1411 DOOR. ELEVATION "A' GARAGE LEF .......... x 150 STATE STRJET EAST OUMAM, MOR1DA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CC7M TAMPA • nEls VEPL EST. 1994 a:z - rY0 J4�O 0 Ja�,I�� 'A 0 YI Lo co >r _JN 2sL 00 roco r ��•�� .. _0-�Co LL Y cm cm 4 J 0 0 h z 14 4 • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED DILVIS BEWS DESIGN GROVP 150 STATE STRJET EAST OUMAM, MOR1DA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CC7M TAMPA • nEls VEPL EST. 1994 a:z - LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ. FT, X 144 = 67 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = i TOTAL SOFFIT VENTILATION NEEDED 7 SQ, FT, 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING _ NOTE; THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNESS 15 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F$.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 5TH EDITION (2014) R103.62 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ, FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 68 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS RUIREDPER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA. PER VENT. EQ 6� Q6 12 GIRDER GIRDER rob DAVIS BEWS DESIGN GROVP TRU56 , ROOF TRU56E8 rRU55 r� U�LO AT 24" O.C. (TYPICAL) 12 �� PLT. Hr._ - - - PLT. HT. _ 2 STORY El El ❑❑ I /stucco 1 1 - BR. 3 . jj I2 11 11 Q6 GIRDER 4 D 0 IL • 1 ❑ ❑ 0 ❑ ROOF TRU66E S TRU65 AT 24" O.C. (TYPICAL) � -- - FLOOR SYSTEM -► C0 >E �1 g" ROOF I t�*m I 1 I -------------------- 0 Z C-4 I yjp I ` I I I (6:12 ' Qc 6:12 ---------L- G.G. VERIFY I I I I I RADIANT BARRIER I LOWER ROOF REQUIREMENTS VENTILATION CALCULATIONS I I ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. _ I j I X 144 = 254 SQ. IN. ; _______________ HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. 1 _fin # UPPER 2/3 ROOF VENTS REQUIRED =1 TYP TOTAL SOFFIT VENTILATION NEEDED 25 SQ. FT. OVERHANG AT HIP AA (UN.O.) 3A3 ROOF PLAN, SCALE: 1/8" = 1411 GLEAR 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.F, - DTH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.S.C.R. - 5TH EDITION (2014) 83122 GIRDER 6� Q6 12 GIRDER GIRDER rob DAVIS BEWS DESIGN GROVP TRU56 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 975. 1300 '1 -EL 813 . 925. 1800 FAX W W WJDAVLSBEWS.00M TAMPA • 1_->0 V4 R ROOF TRU56E8 rRU55 r� U�LO AT 24" O.C. (TYPICAL) 12 �� PLT. Hr._ - - - PLT. HT. _ 2 STORY El El ❑❑ ❑® D® /stucco ZSTUCCO VOLUME - BR. 3 . jj I2 11 11 Q6 GIRDER 4 D 0 IL • ❑ 0 ❑ ❑ 0 ❑ ROOF TRU66E S TRU65 AT 24" O.C. (TYPICAL) � -- - FLOOR SYSTEM -► C0 BEAM uNTEL FAMILY LANAIING T. � � GARAGE LY DD SECTION AA SCALE: 1/8" 1'-0" • JOB N&BER 27T 3 � CAD FILE NAME LOT 167 TB ISSUED 10-04-17 REVISED 6� Q6 rob DAVIS BEWS DESIGN GROVP ROOFLE 6� 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 975. 1300 '1 -EL 813 . 925. 1800 FAX W W WJDAVLSBEWS.00M TAMPA • 1_->0 V4 R r x ill c� w Q 6 r� U�LO ROOF PLT. Hr._ - - - PLT. HT. _ -cLos �M /stucco ZSTUCCO �II�AI N r 3 > J N /5TUCGO L Lo 0 IL • 0 � FINISH C0 >E U. 0) g" ROOF t�*m g� ROOF _SECOND FF. LINE -..__.. 00c 0 Z C-4 • JOB N&BER 27T 3 � CAD FILE NAME LOT 167 TB ISSUED 10-04-17 REVISED -TEXTURED -TEXTURED Q /TEXTURED ZTEXTUREp " Ld -a; FINISH FINISH �, FINISH FINISHJ 2 0 ®- /M C9 4�60 co*— MAIN FF, LINE _ _ _ _ _ _ _ _ _ _ _ _ _MAIN FF. LINE Flu. t-= . co O Z GRADE LINE GRAPE LINE LLJ .g (ASSUMED) (ASSUMED) c r b U. ���®®®p Y 111 9Ir/®r� LEFT ELEVATION ®, SCALE: 1/6" 14" ����� �� ®®®®• ®®•00J%�s®� LL 12 12 ' ¢ �<m 6I 12T6 0 '' ••, T6 LSHINGL d' • • SHINGLE ROOF PLT, HT. ROOF —► PLT. HT.- 0 zS%CCO FINISH 0 12 SECOND_ FF, LINE g -SHINGLE a4 SECOND FF, LINE ICT V T.O.M. ROOF -- TOM, m d TEXTURED TEXTURED - °' FIN15H i9 FINISH -o MAIN FF. LINE _ -j ITEMP. MAIN FF, LINET GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION ' SCALE: 1/8" = I4" r*A%% 6� Q6 Ln 0 SHINGLE 12 /SHINGLE 12 ROOF 6� ROOF/ I6 T. HT, PLT. HT. 0 STUCCO 6� a, TEMP. Z UFINISco 12 SHINGLE FINISH OF ;? • SHINGLE - SECOND FF. LINE ROOF 612 8" SECOND FF, LINE SECOND FF. LINE T.O.M. -TEXTURED /TEXTUREDT5$5 - � • FINISH FIN15H 7 MAIN FF, LINE 1411 MAIN FF. LINE GRADE LINE TEMP. GRADE LINE (ASSUMED) (ASSUMED) RIGHT FIJ SCALE: I/8" -- 14" ELEVATION "All GARAGE LEFT 6� Q6 rob DAVIS BEWS DESIGN GROVP ROOFLE 6� 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 975. 1300 '1 -EL 813 . 925. 1800 FAX W W WJDAVLSBEWS.00M TAMPA • 1_->0 V4 R �-SWINGL Q 6 ROOF PLT. Hr._ - - - PLT. HT. _ /stucco ZSTUCCO /5TUCGO FINIS 7 12 SHINGLE FINISH � FINISH /SHINGLE 12 Q6 b SECOND FF. LINE g" ROOF SECOND F.F. LINE g� ROOF _SECOND FF. LINE -..__.. M -TEXTURED -TEXTURED Q /TEXTURED ZTEXTUREp " Ld -a; FINISH FINISH �, FINISH FINISHJ 2 0 ®- /M C9 4�60 co*— MAIN FF, LINE _ _ _ _ _ _ _ _ _ _ _ _ _MAIN FF. LINE Flu. t-= . co O Z GRADE LINE GRAPE LINE LLJ .g (ASSUMED) (ASSUMED) c r b U. ���®®®p Y 111 9Ir/®r� LEFT ELEVATION ®, SCALE: 1/6" 14" ����� �� ®®®®• ®®•00J%�s®� LL 12 12 ' ¢ �<m 6I 12T6 0 '' ••, T6 LSHINGL d' • • SHINGLE ROOF PLT, HT. ROOF —► PLT. HT.- 0 zS%CCO FINISH 0 12 SECOND_ FF, LINE g -SHINGLE a4 SECOND FF, LINE ICT V T.O.M. ROOF -- TOM, m d TEXTURED TEXTURED - °' FIN15H i9 FINISH -o MAIN FF. LINE _ -j ITEMP. MAIN FF, LINET GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION ' SCALE: 1/8" = I4" r*A%% 6� Q6 Ln 0 SHINGLE 12 /SHINGLE 12 ROOF 6� ROOF/ I6 T. HT, PLT. HT. 0 STUCCO 6� a, TEMP. Z UFINISco 12 SHINGLE FINISH OF ;? • SHINGLE - SECOND FF. LINE ROOF 612 8" SECOND FF, LINE SECOND FF. LINE T.O.M. -TEXTURED /TEXTUREDT5$5 - � • FINISH FIN15H 7 MAIN FF, LINE 1411 MAIN FF. LINE GRADE LINE TEMP. GRADE LINE (ASSUMED) (ASSUMED) RIGHT FIJ SCALE: I/8" -- 14" ELEVATION "All GARAGE LEFT rob DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 975. 1300 '1 -EL 813 . 925. 1800 FAX W W WJDAVLSBEWS.00M TAMPA • 1_->0 V4 R EST. 1994 a� -TEXTURED -TEXTURED Q /TEXTURED ZTEXTUREp " Ld -a; FINISH FINISH �, FINISH FINISHJ 2 0 ®- /M C9 4�60 co*— MAIN FF, LINE _ _ _ _ _ _ _ _ _ _ _ _ _MAIN FF. LINE Flu. t-= . co O Z GRADE LINE GRAPE LINE LLJ .g (ASSUMED) (ASSUMED) c r b U. ���®®®p Y 111 9Ir/®r� LEFT ELEVATION ®, SCALE: 1/6" 14" ����� �� ®®®®• ®®•00J%�s®� LL 12 12 ' ¢ �<m 6I 12T6 0 '' ••, T6 LSHINGL d' • • SHINGLE ROOF PLT, HT. ROOF —► PLT. HT.- 0 zS%CCO FINISH 0 12 SECOND_ FF, LINE g -SHINGLE a4 SECOND FF, LINE ICT V T.O.M. ROOF -- TOM, m d TEXTURED TEXTURED - °' FIN15H i9 FINISH -o MAIN FF. LINE _ -j ITEMP. MAIN FF, LINET GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION ' SCALE: 1/8" = I4" r*A%% 6� Q6 Ln 0 SHINGLE 12 /SHINGLE 12 ROOF 6� ROOF/ I6 T. HT, PLT. HT. 0 STUCCO 6� a, TEMP. Z UFINISco 12 SHINGLE FINISH OF ;? • SHINGLE - SECOND FF. LINE ROOF 612 8" SECOND FF, LINE SECOND FF. LINE T.O.M. -TEXTURED /TEXTUREDT5$5 - � • FINISH FIN15H 7 MAIN FF, LINE 1411 MAIN FF. LINE GRADE LINE TEMP. GRADE LINE (ASSUMED) (ASSUMED) RIGHT FIJ SCALE: I/8" -- 14" ELEVATION "All GARAGE LEFT OIL BRG. HG1 M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR ZIFLASHING DETAIL 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 BARRIER SILL PLATE 4G (SEE DETAIL B FOR OPTIONS) 6P� CORNER PATCH FLASHING 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 EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING PER BUILDER 15/32 O.S.B. SHEATHING �Fgpy� 150 STATE STP= EAST OI.DWA& FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7EIVVEPL BOOT AT POSTS BUILDING WRAP BEYOND ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS ELEVATIONS WITH APPROVED 1 RUBBER MEMBRANE BEYOND UNDERLAYMENT (REFER TO 0,500) SHOWN, PROVIDE 2" -1" BEAD OF C COVER SHEET} 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5 j TRUSSES AT 24" O.C. CONST. ADHESIVE TO BE APPLIED 6,qR TEXTURED CEMENT AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE CAULK/SEALANT OR SOLDER p'(� WEATHER RESISTIVE UNDER THRESHOLD OF DOOR .�� 1 BETWEEN PAN FLASHING L.0 0M m IVB AND RETURN UP JAMB 6". USE 00 0 Z� 1 AND DECK FLASHING. #3 BUILDING WRAP TO GO OVER FLASHING LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING 1 EXTERIOR FINISH. PER BUILDER 1 #2 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST Z AND UP WALL BY 6" WATERPROOF MEMBRANE j I FLASHING TO BE FLEXIBLE SELF j #1 ADHESIVE TYPE (MIN 6 WIDE) PRECAST LINTEL 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) FLASHING AT PRECAST USP EA. JOOISTIST STRAP HTA2TYPICAL AND EXTERIOR SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY OIL BRG. HG1 M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR ZIFLASHING DETAIL 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 BARRIER SILL PLATE 4G (SEE DETAIL B FOR OPTIONS) 6P� CORNER PATCH FLASHING 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 EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING PER BUILDER 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �Fgpy� 150 STATE STP= EAST OI.DWA& FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7EIVVEPL BOOT AT POSTS FOLD UP WEATHER ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO R RESISTIVE BARRIER & TEMPORARILY SECURE ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO 0,500) �i'�cS7sT C COVER SHEET} 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5 PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 6,qR TEXTURED CEMENT AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE �^ HURRICANE STRAP PER p'(� WEATHER RESISTIVE ROOF FRAMING PLAN .�� OIL BRG. HG1 M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR ZIFLASHING DETAIL 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 BARRIER SILL PLATE 4G (SEE DETAIL B FOR OPTIONS) 6P� CORNER PATCH FLASHING 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 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 FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- 2X4'S @ 16" O.C. BRG EXT WALL - FLASHING TO EXTEND 36" --- 7/16" O.S.B. SHEATHING �- BUILDING WRAP BEYOND r- FLASHING. �- CEMENT PLASTER STOP -WATERPROOF MEMBRANE (ASSEMBLED WINDOW) �- PER BUILDER r. x ro F SHING 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 FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- 2X4'S @ 16" O.C. BRG EXT WALL - FLASHING TO EXTEND 36" --- 7/16" O.S.B. SHEATHING �- BUILDING WRAP BEYOND r- FLASHING. �- CEMENT PLASTER STOP -WATERPROOF MEMBRANE 1 20" FLOOR TRUSS I ' SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK f TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FERC 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. uj a:cn R703.2 WATER -RESISTIVE BARRIER V) o ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH """ t- © z ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OFC) � W ,L ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER z `' THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS � Li THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND ®rslwro TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.Go ®®`' �.•® .®���� �'®� R703.8 FLASHING `o o: J APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT •w. ® ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING %=a; s,• z �• O COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR '�,®d�'••...® •• ®�® FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 0 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: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND Ln 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: IJ•■ 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 I 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. Ln 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100 FMA/AAMA 200 FMAANDMA 250 OR FMA/AAMAANDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH 1 >= PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. w�wrr.wwrw•awrwwr�rwww•wrw 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. EXTERIOR FINISH �- PER BUILDER r. x ro PROVIDE FLASHING 150 STATE STP= EAST OI.DWA& FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7EIVVEPL BOOT AT POSTS k Lo 0 -� j WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. '0 ) 2X8 TRIM BOARD 0,500) STUCCO "J" MOLD y 5 7/16" O.S.B. SHEATHING TEXTURED CEMENT ut4~ PLASTER FINISH 0 D 3�EY 1 20" FLOOR TRUSS I ' SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK f TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FERC 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. uj a:cn R703.2 WATER -RESISTIVE BARRIER V) o ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH """ t- © z ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OFC) � W ,L ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER z `' THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS � Li THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND ®rslwro TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.Go ®®`' �.•® .®���� �'®� R703.8 FLASHING `o o: J APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT •w. ® ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING %=a; s,• z �• O COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR '�,®d�'••...® •• ®�® FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 0 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: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND Ln 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: IJ•■ 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 I 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. Ln 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100 FMA/AAMA 200 FMAANDMA 250 OR FMA/AAMAANDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH 1 >= PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. w�wrr.wwrw•awrwwr�rwww•wrw 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TD ISSUED 10-04-17 REVISED wrw r. x ro 150 STATE STP= EAST OI.DWA& FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7EIVVEPL r k Lo 0 -� j 0 '0 ) 0,500) 5 0 0 ti �a►. n 0 D 3�EY L.0 0M m IVB 00 0 Z� • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TD ISSUED 10-04-17 REVISED wrw FLASHING DETAILS wwnnuuw�•wwmww.www�wnwwwwn•nww� • TITLE www. • FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STP= EAST OI.DWA& FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7EIVVEPL EST 1994 F ---- FLASHING DETAILS wwnnuuw�•wwmww.www�wnwwwwn•nww� • TITLE www. • FLASHING DETAILS SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING ° LATH TWO LAYERS WRIB WEEP SGREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING �WALLL BLOCK WEATHER RESISTIVE EXTERIOR BARRIER MECHANICALLY FASTEN IF RUBBERIZEDRUBBERIZED ASPHALT DOOR ROUGH OPENING WOOD FRAME CONSTR. FLASHINSELF-ADHERED JAMB & HEAD SELF -ADHERED FLASHING ;;:; :;i>%`• 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 UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING s 2 OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WP01) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS / LETTER ON CHEMICAL ;;:...;, UNDER DECKING U i' SUBFLOOR (SEE DETAIL WP07) SCORED COMPATIBILITY ° `; , RIM JOIST I _ WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM O EXTERIOR TYPICAL ROOF TO MECHANICALLY FASTEN IF RUBBERIZEDRUBBERIZED ASPHALT EXTERIOR SHEATHING --� _ 314'=1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHINSELF-ADHERED JAMB & HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED ADHESIVE ASPHALT ADHESIVE �� Tp THRESHOLD OF DOOR AND RETURN FLASHING SEE WINDOW FLASHING SELF -ADHERED FLASHING N UP JAMB 6". USE LIQUID NAIL BRAND FLANGED REFER TO TECHNICAL / `;':>:'; `<i OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WP01) 66 RAKE METAL DRIP EDGE / LETTER ON CHEMICAL ;;:...;, 00 JOIST WOOD BEAM BELOW 1 SELF -ADHERED FLASHING LOW SELF -ADHERED FLASHING SCORED COMPATIBILITY ° `; , co 0 0 5 EAVES RELEASE PAPER ::.:..::........ SELF -ADHERED FLASHING o /SELF ° LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT -ADHERED FLASHINGD 14" (BEFORE FOLDING, SCORE 2 FIGURE 2: WALL FINISH EXTEND MINIMUM 6" RELEASE PAPER TO EXPOSE o "�] 1-1 - Lo ■ T A L FOM VER IC L Y R WATERPROOFING SHINGLE ADH SHOWN ADHESIVE E A S F THRESHOLD SECTION -A (SEE DETAIL WP02) \ SELF -ADHERED FLASHING , SELF -ADHERED a NAILING FLANGE FLASHING a DO NOT FLASH OVER / SEAL TOPS OF NG JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT:CONT. GALV. ILII EXTEND MIN, OF 6"�/ j FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING / CRICKET AS (REQUIRED AT AND EXTENDING A ;.,,; .: f„.;;f::,;;>.:;>::•• SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF % ' _• BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6” ABOVE V :: , : •; ;.•.:, FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. ILII FLASHING PER DIVERTER 04 MANUFACTURES SEALANT FLASHING SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FLASHING DETAIL S WITH ROOF VALLEYS &ROOF CRICKETS. FASCIA COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASI�wGw1TAR FLASHING INSTALLATIONi FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH „• SPECIFICATIONS °.`., .. K °;�.` OVER ROOF SHINGLES W/ TAR •�:�, , .d ...� a : to HOLD EXTERIOR 1. a FINISH 2" ABOVE t": ROOF SHINGLE PER �E ,� .� : CONTRACT °°: ° FLASHING er Fool p� o� e w • ;">?: i;r»;';f., METAL DRIP EDGE TO BE UNDER ! UNDERLAYMENT AT CAULKINGC,p C S ROOF EAVES J., F • .: J lJ J, �(1� OSI o J CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 718" 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 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 • KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TB METAL FLASHING 3-1/2" ISSUED 10-04-17 UNPERFORATED FLANGE 7/8" REMISED WEEP SCREED CEMENT PLASTER TYPICAL ROOF TO r �'Fq Oti°°� -' A ok `'N 150 STATE STREET" EAST OU MAR, MORmA 34677 813.925.1300 TEL 813.925.1800 FAX V WWDAVISBEWS.COM TAMPA • E>EIVVER C WALL FLASHING DETAIL OVER° �� Tp ,�5� 5w 15E y�No 3?, � r2 JcoN; N q('cooSE �000 GC BLOCK 1ST T j N 66 RAKE METAL DRIP EDGE FLOOR 00 JOIST WOOD BEAM BELOW 1 SELF -ADHERED FLASHING LOW SELF -ADHERED FLASHING TO BE OVER co 0 0 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" Z 2 FIGURE 2: WALL FINISH CERTAINTEED WINTERGUARD GABLE ENDS 7 FIRST STARTER SHINGLE Lo ■ WATERPROOFING SHINGLE SLAB WEEP SCREED 1" BELOW UNDERLAYMENT OR EQUIVALENT ° uj li EXTEND THE SHINGLES OVER DIRECTLY TO DECK. FINISH FLOOR THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR LI. TOURSEIN 5TH ABOUT 3/4" IF NO DRIP EDGE IS ASPHALT SEALANT: USED. EXTEND MIN, 6" ABOVE EMBED EACH SHINGLE INA 2" FLASHING — 6 TO 12" DO NOT NAIL WITHIN 6" OF--_ WIDE STRIP OF ASPHALT PER PLAN PER VALLEY CENTERLINE CEMENT. SPEC'S. 6" HIGH 00 DIVERTER 6 CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV.'L' FLASHING TRIMMED SHINGLE TYPICAL. ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 718" 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 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 • KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TB METAL FLASHING 3-1/2" ISSUED 10-04-17 UNPERFORATED FLANGE 7/8" REMISED 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 , EMBEDDED IN el SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED ',,o•o° BLOCK FLANGE 1/2" WEEP CEMENT PLASTER UL r x w 150 STATE STREET" EAST OU MAR, MORmA 34677 813.925.1300 TEL 813.925.1800 FAX V WWDAVISBEWS.COM TAMPA • E>EIVVER C 0 0 JQ�O OVER° O JcoN; N dgN1 pu'r�c�n BLOCK 1ST T j N 66 °O�• FLOOR 00 JOIST WOOD BEAM BELOW 1 SELF -ADHERED FLASHING LOW SELF -ADHERED FLASHING 0 co 0 0 Y CA j-cq ow Z *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS r*%% ZN�� Lo ■ 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE , EMBEDDED IN el SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED ',,o•o° BLOCK FLANGE 1/2" WEEP r OPTIONAL DETAIL®. •• ,��-�, NOTE: �o e O THE BUILDING PAPER AND ``_� �. �� W co ; Q METAL LATH MUST BE z ;-, z o z� INSTALLED OVER THE TOP WEEP SCREED DETAIL SCALE: NOT TO SCALE� •a•••® ✓'s® OF THE WEEP SCREED. 0p %, � "op I11 `` CEMENT PLASTER UL `•�•$° DAVIS BEwS DESIGN GROVP 150 STATE STREET" EAST OU MAR, MORmA 34677 813.925.1300 TEL 813.925.1800 FAX V WWDAVISBEWS.COM TAMPA • E>EIVVER EST. 1994 Fes, r OPTIONAL DETAIL®. •• ,��-�, NOTE: �o e O THE BUILDING PAPER AND ``_� �. �� W co ; Q METAL LATH MUST BE z ;-, z o z� INSTALLED OVER THE TOP WEEP SCREED DETAIL SCALE: NOT TO SCALE� •a•••® ✓'s® OF THE WEEP SCREED. 0p %, � "op I11 `` CEMENT PLASTER UL `•�•$° SCREED 01 � OVER° ®°® a: SELF -ADHERED FLASHING PATCH BLOCK 1ST DOUBLE JOIST 3 2 SINGLE FLOOR JOIST WOOD BEAM BELOW 1 SELF -ADHERED FLASHING LOW SELF -ADHERED FLASHING 0 co 11 3 MIN SELF -ADHERED FLASHING SELF -ADHERED FLAS ING ow Z *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS r*%% INSTALL BOTTOM EDGE OF Lo ■ SLAB WEEP SCREED 1" BELOW ° uj li FINISH FLOOR LI. r OPTIONAL DETAIL®. •• ,��-�, NOTE: �o e O THE BUILDING PAPER AND ``_� �. �� W co ; Q METAL LATH MUST BE z ;-, z o z� INSTALLED OVER THE TOP WEEP SCREED DETAIL SCALE: NOT TO SCALE� •a•••® ✓'s® OF THE WEEP SCREED. 0p %, � "op I11 `` THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. • TI TLE • FLASHING DETAILS • SHEET • UL SHEATHING 01 SELF -ADHERED FLASHING PATCH DOUBLE JOIST 3 2 SINGLE JOIST WOOD BEAM BELOW 1 SELF -ADHERED FLASHING LOW SELF -ADHERED FLASHING 0 11 3 MIN SELF -ADHERED FLASHING SELF -ADHERED FLAS ING , *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS r*%% SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST I OUTSIDE CORNER Lo ■ THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. • TI TLE • FLASHING DETAILS • SHEET • ;, LL: III A/C COMBO - SQUARE DDISC, 150 STATE STR.1 rr EAST OU)M& R, ROP MA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W DAVISBEW&COM TAMPA • DENVER. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS; DINING X x ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOMS, RECREATION ROOMS, REFER TO FLOORLIGHTS '14 AND 12 COPPER TO Lo 00100 PLAN FOR NOTED At AND OUTLET$ 0 AMPS. REQUIREDV _j co COPPER TO WATER HEATER i �NMM UNDER 3ROUND COPPER TO RANGE L. SERVICE BY POWER COMPANY >>„ja 5/8" GRAND ROD 6. It IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE BONDED ELECTRICAL WORK 1$ IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F$,C.R. - 5TH TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCE$. 00 'r. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, am FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON 0 -i O MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING E RISER lLY �� PURPOSES. NOTE: 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN t©0n. SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARIS SHALL HAVE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL y� BATTERY BACKUP. COMBINATION 8MOKE/CARBON MONOXIDE ALARMS SHALL BE Z N d LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. * * * DIRECT VENT DRYER THRU W. WALL (2) A/C HORIz. J.... C T fRI G A L FLOOD DISGONN.HORIz. MAKE-UP LIGHT L9E_UP TIGHT �''"r DUPLEX CONVENIENCE OUTLET IGHT \ DUPLEX OUTLET ABOVE COUNTER F — 1(- 220 v. WEATHERPROOF DUPLEX OUTLET W.P.1— —1 — I — _ — — ^ — \ K)EF.I. GROUND FAULT INTEMPTER DUPLEX OUTLET — — -- — ---- -- — L--JL--J GF.I• K;)-- HALF -SWITCHED DUPLEX OUTLET MR UTIL DEN1$p ,_. I SPECIAL PURPOSE OUTLET ROUGH -N Q1 \ DUPLEX OUTLET IN FLOOR M. BATH GF.I. i FOR OFT. r^ I 220 VOLT OUTLET GF.R. MASTER SUITE �- Ci M� ROUGH -IN I I I (O, D FOR OFT, L \ •'� FAN! I I I LINTER�MCT GF.I. IN \ WALL MOUNT GL. VERIFY AT 8'-8" INTERCONNECT IN / i WALL WIRE CHASE TUBE UP r0 LANAI FAN LIGHT STD. LIC44T -� \ OPT. FAN FAMILY ROOM \ • I I I I MOTION DETECTOR i FLOOD LIGHT FANILIGHT ENTRY I \ WALL SWITCH 13 THREE-WAY SWITCH W.P, I W.P. 14 FOUR-WAY SWITCH RIZ-.�-+� GF.I. GF.i, ID DIMMER SWITCH KE uP IOC CEILING MOUNTED INCANDESCENT LIGHT FIXTURE GF.I.�I GFl COACH PENDANT I AT 48 AT 4811 LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE — — — — �� a (VERIFY RECESSED INCANDESCENT LIGHT FIXTURE — - LOCATION) I GF.I. AT 48" C-• — — — — — ._.._ — — �311 4 -A -C. LIGHT FIXTURE WITH PULL CHAIN PUSHBUTTON FOR I TRACK LIGHT CH I CM FOYER / / G.D. OPENER I \ FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FANLIGHT COMBINATION \ \ I I ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) 11 LL: d Z5I I o P.16HBUTTON SWITCH (OPTIONAL) 11(I I ® CAM MONOXIDE DETECTOR SMOKE DETECTOR \ I 1 l I I I SMOKE / CAR ION MONO. COMBO DETECTOR DININGKITCHEN / b 'TELEPHONE (OPTIONAL) I -v - I I 0 TELEVISION (OPTIMAL) ' I o I r THERMOSTAT GARAGE METER PENDANT I -� G.C. VERIFY UNDER I � ELECTRIC (VERIFY CABINET LIGHTING I. ML ELECTRIC PANEL LOCATION) I I -J`DI8CO"CT48" SWITCH OF WINDOWS I l�J ,-✓ ,-,j'' �-�I SPEAKER (OPTIONAL) .� I % �((�, 'i(�, 50 GAL. — c -1N CEILING FAN WN. -------- ELEC. GF,I. �� v J ROUGH -IN FOR OPT _ — „ — — — -� PANEL 200 AMP AT 4� c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ `�' �' COACH ROUGH -IN FOR OPT. CEILING FAN MICROWAVE LIGHT NOTES - OUTLET +14" VENT HOOD W.P. G.F.I. FOR 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GF.I.) A5 INDICATED TO EXTERIOR T.UfA SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. G.C. VERIFY G.C. VERIFY GC. VERIFY G.C. VERIFY GC. VERIFY 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE LOCATION OF (2) LOCATION OF LOCATION OF LOCATION OF OVERHEAD FOLLOWING HEIGHTS ABOVE FINISHED FLOOR ADDITIONAL ADDITIONAL ADDITIONAL MOTION GARAGE DOOR OUTLE$WITCHES. , .. 42" OUTLETS IN NON INTERIOR GF]. EXTERIOR G.F.I. DETECTORS CONTACT TELEPHONE., ELEPT O....14' uu�r AREA OUTLET OUTLETS,ELEPR�NE...14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER. 4/0 ALIT. CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE. AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR$. MAIN DISCONNECT A/C COMBO - SQUARE DDISC, 150 STATE STR.1 rr EAST OU)M& R, ROP MA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W DAVISBEW&COM TAMPA • DENVER. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS; DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOMS, RECREATION ROOMS, REFER TO FLOORLIGHTS '14 AND 12 COPPER TO CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. PLAN FOR NOTED At AND OUTLET$ DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C, 2011406.12 AND 406.13 AMPS. REQUIREDV COPPER TO WATER HEATER 5. ALL BA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDER 3ROUND COPPER TO RANGE ROOMS SHALL BE GFC.I. PROTECTED (GF.I) SERVICE BY POWER COMPANY "4 COPPER TO 5/8" GRAND ROD 6. It IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE BONDED ELECTRICAL WORK 1$ IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F$,C.R. - 5TH TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCE$. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL RISER DIAGRAM PURPOSES. NOTE: 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARIS SHALL HAVE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL BATTERY BACKUP. COMBINATION 8MOKE/CARBON MONOXIDE ALARMS SHALL BE ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. * * * G,C, VERIFY ALL SMOKE DETECTOR$ TO BE HARD -WIRED • JOB NUMBER 27002.323 • CAD FILE NAME LOT 157 TB ISSUED 10-04-17 REVISED 2585 , • T7TLE • MAIN FLOOR ELECTRICAL PLAN 0 SHEET 0 1JL- 4A, .1 -a DAVIS BEWS DESIGN GROUP 150 STATE STR.1 rr EAST OU)M& R, ROP MA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W DAVISBEW&COM TAMPA • DENVER. —� -a EST.1994 0 _ 2585 , • T7TLE • MAIN FLOOR ELECTRICAL PLAN 0 SHEET 0 1JL- 4A, .1 -a MORDI In DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 0.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET } HALF -SWITCHED DUPLEX OUTLET I$D SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THEE -WAY SWITCH 14 FOUR-WAY SWITCH — — ID DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE L 4 I EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) C7 PUSHBUTTON SWITCH (OPTIONAL.) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR ®© SMOKE / CARBON MONO. COMBO DETECTOR d TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL -.•m. DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT, CEILING FAN v J c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1 GJ ROUGH -IN FOR OPT. CEILING FAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS WYE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE. 14" (UNLESS ABV COUNTERTOP) TELEYISIOK ..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 I5A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING LkBEWARD-WIRt]4lP) ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.G.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 IGF.0 6. IT IS THE RESPONSIBILITY. OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRP.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT JOB NUMBER 27002.323r CAD FILE NAME LOT 157 TB ISSUED /0-04-17 REVISED r • <E**� x 0 w 150 STATE STREET EAST 0LD5MW FLORIDA 39677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA r 0ENV 3- -�� EST. 1994 Jo l() 00 0 Lo J co E2N� � �MMII •N M m N L M ° LL L • 0 0 -0 83 �E rL �8 cy J T D;; oc5�ti z lot JOB NUMBER 27002.323r CAD FILE NAME LOT 157 TB ISSUED /0-04-17 REVISED r • <E**� DAVISELECTRICAL BEWS DESIGN GROVP 150 STATE STREET EAST 0LD5MW FLORIDA 39677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA r 0ENV 3- -�� EST. 1994 2585 rT1 TLE • OR ELECTRICAL • SHEET • METAL ATI U WITH PRESSURE TREATED W GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONN ECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX VDEV DRAWINGS R1NIVv FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES W OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES, < SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA 0 MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE WIND SPEED (ULTIMATE) 139 mph INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 WOOD CONSTRUCTION BEHIND THE TRUSS VERT. RUNNING FROM TOP TO, BOTTOM ACROSS MAX'4 TRUSSES, THEN 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 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 FIELD REPAIR NOTES LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW SHALL BE TREATED IN THE FIELD W ACCORDANCE WITH AWPA M4. MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY BEND). DURABLE OR PRESERVATIVE -TREATED WOOD. 2. STRAPS/CONNECTOR SUBSTITUTION (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE &LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. BY OTHERS. 3. STAIR CONSTRUCTION 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND SERVICES. PREFABRICATED WOOD TRUSSES S3 DOWEL PLACEMENT PLAN 4. METAL STUD SUBSTITUTION HSS2 STUD SHOES, TYP U.N.O. WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 5. OMITTED J -BOLT CONSUMER 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. MIN, 7" EMBEDMENT. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR Z STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY 6. MORTAR JOINTS SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT S4 FIRST FLOOR FRAMING PLAN -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON O EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF, IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ENGINEERED LUMBER THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN �. VALUES AS FOLLOWS: VERT. REINF. IN EA. CELL, CONT. PER PLAN. COLUMNS BEAMS STUD 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. S4.1 NOTES & CONNECTOR LEGEND CELLS PER PLAN. �_- -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES Ft = 1650 Ft = 1700 Ft = 1.500 IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE TO 4% AIR ENTRAINMENT, NEED STRUCTURAL STEEL Fc 1= 450 Fc 1= 900 Fc 1= 450 U Fv = 285 Fv = 285 Fv = 150 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 K51. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN AND A MAXIMUM WATER/CEMENT RATIO OF 0,58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO THE MEMBERS OF THESE WALLS WOULD NOT TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL ASTM A-615 GRADE 40. AND STRUCTURAL PLANS FOR MORE INFO. LIVING SPACE IS ABOVE THE GARAGE. SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE MEANS AND METHODS W CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1AxW1.4 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S5 LINTEL PLAN SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FASTENERS, LOAD, AND TOLERANCES. FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY SD 1 FOUNDATION DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE TRUSS ENGINEER OF RECORD REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE EDITION TPI 1. S D2 GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LATEST OF ANSI 5. HORIZONTALFOOTING BARS SHALL BE BENT MIN. 12 BARDIAMETERS ID 4. DIRLES SHALL BE ASI REQUIRED BY TRUSS BEND) ROUNDCORNERS oR CORNER BARS WITH MIN. 24LAP EXCLUDING BN MANUFACTURER NOTED ON PAN� TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL (CONFIGURATION OF SD3 GENERAL DETAILS W AT EACH END SHALL BE PROVIDED. 5. � 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S D4 GENERAL DETAILS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS TRUSS DESIGN LOADS: TOP CHORD: Lr= 16 PSF SD5 TWO STORY DETAILS ����Gi9111i1/�®® �r��° b °°®i® 0, 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL 15 PSF WEIGHT CLAY TILE ROOF COVER) S D6 TWO STORY DETAILS �.�•d®o®®®®® �G, •®••� �t�S2 CL r> a00 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS (LIGHT _ DL 14 PSF OVERBUILD) i w FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF - (TRUSS �, ® HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE BOTTOM CHORD: DL = 5 PSF ST1 STAIR DETAILS _ -= =` - � Q = z OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. MINIMUM FLOOR DESIGN LIVE LOADS: Z °•® ® � c0. - Q J 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SOFT) �•° OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN C) DECKS = 40 PSF D) STAIRS = 40 PSF •• o p ®®®® �`®`® u1 Q 0 ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ®® ®®® •••® �► R � Z 0 MASONRY WALL CONSTRUCTION MINIMUM FLOOR DESIGN DEAD LOADS: UPDATES °®® °® X OJ 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, = 1 B N = 1 PSF A) FLOORS 5 PSF )BALCO IES 5®�9811lS LOADING: ,� M U_GENERAL CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm =1900 PSI) ATTIC WITHOUT STORAGE = 10 PSF NUMBER DATE DESCRIPTION 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 ATTIC WITH LIMITED STORAGE = 20 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". MAXIMUM AGGREGATE GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF 1 ZI7/2017 UPDATED PLAN TO INCLUDE ELEV C W/ BFS r l V 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS TRUSSES PER LOT TB -296 � p 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 2 UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ 3/1/2017 v� x c� • w mor O ZOO M FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16 OSB SHEATHING BFS TRUSSES PER LOT TB -148 a l �t cry PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT: IF SHEATHING SPAN Is UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS • WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 3 3/2/201 % TRUSSES PER LOT TB -191 z FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS U a ° O 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 4 3/15/2017 TRUSSES PER LOT TB -290 COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND MEMBER w/ (3) 12d NAILS. SPACE X BRACING ALONG TRUSS SPAN @ 10-0 MAX AND "X" UPDATED PLAN TO BFS TRUSSES AND EXP -139C �- Cs ° ti�'� �j 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED EPDXY FASTENED SHALL BE USED. EQUALLY SPACED FROM END OF TRUSS. BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI B3 SECTIONS 1, 2 AND 3 5 7/25/2017 PER LOT TB 306 DK/CF'G/JV ( ) 7 v ANCHORS OR STUDS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. O 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN METAL -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR T CO 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 a Q 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 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY USED I.L.O. � CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT r ^ ) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES; 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d V W EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE z CONSOLIDATION. TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND WIND SPEED (ULTIMATE) 139 mph INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 WOOD CONSTRUCTION BEHIND THE TRUSS VERT. RUNNING FROM TOP TO, BOTTOM ACROSS MAX'4 TRUSSES, THEN 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED FIELD REPAIR NOTES LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) 1. OMITTED REBAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. DRILLA 3/4" 0HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW SHALL BE TREATED IN THE FIELD W ACCORDANCE WITH AWPA M4. MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SHALL BE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY BEND). DURABLE OR PRESERVATIVE -TREATED WOOD. 2. STRAPS/CONNECTOR SUBSTITUTION 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE MAY SUB STRAPS/CONNECTORSIT w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE &LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. BY OTHERS. 3. STAIR CONSTRUCTION 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEETS FOR MORE INFO.) HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON 4. METAL STUD SUBSTITUTION HSS2 STUD SHOES, TYP U.N.O. WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 5. OMITTED J -BOLT TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. MIN, 7" EMBEDMENT. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR -1/2"44" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY 6. MORTAR JOINTS IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2%1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY: SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF, IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS COURSES FROM FND, HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, ENGINEERED LUMBER THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VALUES AS FOLLOWS: VERT. REINF. IN EA. CELL, CONT. PER PLAN. COLUMNS BEAMS STUD 7. OVERHANGING CMU WALL 2 2 2 E = 1,700,000 Win U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS CELLS PER PLAN. Fb = 2650 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES Ft = 1650 Ft = 1700 Ft = 1.500 IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL Fc 1= 450 Fc 1= 900 Fc 1= 450 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fv = 285 Fv = 285 Fv = 150 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 K51. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. CONDITION U.N.O. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CEILING CONSTRUCTION SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 LIVING SPACE IS ABOVE THE GARAGE. SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE MEANS AND METHODS PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE J/B' UNO. ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FASTENERS, LOAD, AND TOLERANCES. FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER S'T'AIR ROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 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) H VALUE DENOTES SUCTION AREA / O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 1 - 22.0 GARAGE DOORS 9'-0" x 7'4" 16'-0" x 7'-0" (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 ,l 5 5 �✓ 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 IND t/] 3rzg, 00 *,§ I ..J z � g zz� �• rI--`,- U1.1 a Lu � z J O H Uj W vJ Q r Z 00 11 Z N d W Q W 000 � F4 OC J ;Z 0 0 W wLLJ .•.-...-.r.. Q0= O W STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. TM - 2171665 SCALE _ __.._.. ASINDICATED DATE: 09/26/2017 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. S1 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. 52 -4 01 41 2 STORY FOOTING 10" SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, pq ®®111111111` 8'-2" 0. COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS Z BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 0 ►= PSF. a O F01 FO F01 in OO 2 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TOjl�rIr D D D N LL o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE o Q av o�J m STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND ■ . — — — — ■ _ — —■ — �— — — � — — ■ — ■ ■ — � — — — ■ ■ FOOTING SIZES PENDING DEPTH OF STEMWALL. � U � • A/C PAD A/C PAD �" — — - — — -- -- -- - — — — — — — — N --� — - ��- -� — -I �- — z I L —■ I Z p 4' FI LR q ii i UT)o I FOOTING SCHEDULE pq U 101 h— J o p 3'-8" 5'-4"0. 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Z E °D � >-F01 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. � •� r- ( to 7f -6'f = oo BARS & 3" MIN. COVER TO EDGE OF CONC. r l © StiO O p -4 FIN. FLR c� U pti U _ 2 I v0 24''x24"x12" dp w/ #5's EQUALLY SPACED EA. ZO 23'.0" 1'-8" 3'- 0"— N PITCH O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. FO / �\ o0 1/81/8" /SFT BARS & 3" MIN. COVER TO EDGE OF CONC. p ►_ / Fb 28''x28"x12" dp w/ #5's EQUALLY SPACED EA. z p D / M PAVERS D 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. r`-+ LL/r F- / F1 \ BARS & 3" MIN. COVER TO EDGE OF CONC. Fp / / \ — 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. D% �■ ■ ■ 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. D p / / / 3'-$" �- — — - — DO BARS & 3" MIN. COVER TO EDGE OF CONC. of — — — — / / / / / _ ■ D N 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. FO / 1'-3" / 2 a? -4" FIN. FLR I • I 2.6 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W, Z L _ — — — / FO I _J BARS & 3" MIN. COVER TO EDGE OF CONC. -� — "" "- 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z • FO o I" D PITCH/8"/ FT - I 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p -^*� 0 -a < M BARS & 3" MIN. COVER TO EDGE OF CONC. rra L.�.. S D M L — — FO \ I 42''x42"x12" dp w/ #5's EQUALLY SPACED EA. c Q w'" N o — — _ — — �- -- _ — -- -- -- — — — - - — — — — — / I b 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z 06 p a I-- — — — — ■ I M BARS & 3" MIN, COVER TO EDGE OF CONC. a Z o ro% I ------ ----.....,._...-.--------_---- iv ( 48"x48"x12"dpw/#5'sEQUALLY SPACED EA. p., O Z �r-gdro �. FO 14� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 21'-4" 7'-10" 5'-11" „ I \/ BARS & 3" MIN. COVER TO EDGE OF CONC. I J p \ 2 -7 FO I F13 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Q g D1 : 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 8 # 5 E.W. fA G X S3 \ O O O z t D F I D © 'v BARS & 3" MIN: COVER TO EDGE OF CONE Q � \ \ I coo N 60"x60"x16" dp w/#5's EQUALLY SPACED EA. TWO STORY I 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q U, FOOTING F1 \ D I I BARS & 3" MIN. COVER TO EDGE OF CONC. M- 0'-0" FIN. FLR i FO �+�/ 4 /� n x oo D © Z I 3 1/2" THICK CONC. SLAB W/ 6X6 I I FO O ( S i IVI �O�S �EV EN D I^"' �% �. M ( -4 FIN. FLR d v) W/1.4 XW/1.4 W.W.F. OVER 6 MIL I �, `- p � I EXTEND FOOTING UNDER VAPOR BARRIER OVER p c>I— COMPACTED FILL. I I o I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT, FTG. W POCKET SLIDER W/ (1) I TO TIE BEAM (6'-8" O.C. MAX U.N.O.). W PITCH ADDITIONAL #5 REBAR I �•• I 1/8" / FT. I (C14 20f-8" 2 EP I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 2 • I S 1 I I TO TIE BEAM. II I FO ( I � ■ �DO a, m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. o ° - I ■ ■ I "` """ """ — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. `•1 #5 CONT. FT.G TO TIE BEAM. 120 FO F01 FO Q r D D D z ~ 11 rr O 9'-0" 44'-8" ~ J 2 STORY FOOTING Z 9'-8" 65,_4„ 70, z J C � Q W 76-0-1 W 0 0000 _N p� p� m H W Z U""„ ©p O O HCH-' IZ STRUCTURAL ENG. CFG / BADT DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. TM - 2171665 SCALE ..___ AS INDICATED DATE: 09/26/2017 FOUNDATION PLAN 1/4'#=11-011 L .., SSOCIATES, 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. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &A FOUNDATION NOTES: \ ®1111111[ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD' lyj M FOOTING STEP DOWN AND CORNER INFORMATION. ®� �`®®o•oo® b��'®i a w Ui 00 �Q��lr ®®••••2�(��� 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH; �j of u„ s. Z a= Z 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION O= J Q U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER Z ® 4� -i COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS t1. °•'� •e W °®• �' ©' D LAPPED MIN. 6" AND SEALED. 75'lo Q ®%� s�b� • •••®••••®®° a *>� W �C 11-O" 13'-8" CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN®® W J PR �`�� m LL - 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 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. 0 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 0 THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. LU Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 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 SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 52 -4 01 41 2 STORY FOOTING 10" SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, pq ®®111111111` 8'-2" 0. COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS Z BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 0 ►= PSF. a O F01 FO F01 in OO 2 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TOjl�rIr D D D N LL o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE o Q av o�J m STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND ■ . — — — — ■ _ — —■ — �— — — � — — ■ — ■ ■ — � — — — ■ ■ FOOTING SIZES PENDING DEPTH OF STEMWALL. � U � • A/C PAD A/C PAD �" — — - — — -- -- -- - — — — — — — — N --� — - ��- -� — -I �- — z I L —■ I Z p 4' FI LR q ii i UT)o I FOOTING SCHEDULE pq U 101 h— J o p 3'-8" 5'-4"0. 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Z E °D � >-F01 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. � •� r- ( to 7f -6'f = oo BARS & 3" MIN. COVER TO EDGE OF CONC. r l © StiO O p -4 FIN. FLR c� U pti U _ 2 I v0 24''x24"x12" dp w/ #5's EQUALLY SPACED EA. ZO 23'.0" 1'-8" 3'- 0"— N PITCH O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. FO / �\ o0 1/81/8" /SFT BARS & 3" MIN. COVER TO EDGE OF CONC. p ►_ / Fb 28''x28"x12" dp w/ #5's EQUALLY SPACED EA. z p D / M PAVERS D 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. r`-+ LL/r F- / F1 \ BARS & 3" MIN. COVER TO EDGE OF CONC. Fp / / \ — 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. D% �■ ■ ■ 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. D p / / / 3'-$" �- — — - — DO BARS & 3" MIN. COVER TO EDGE OF CONC. of — — — — / / / / / _ ■ D N 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. FO / 1'-3" / 2 a? -4" FIN. FLR I • I 2.6 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W, Z L _ — — — / FO I _J BARS & 3" MIN. COVER TO EDGE OF CONC. -� — "" "- 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z • FO o I" D PITCH/8"/ FT - I 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p -^*� 0 -a < M BARS & 3" MIN. COVER TO EDGE OF CONC. rra L.�.. S D M L — — FO \ I 42''x42"x12" dp w/ #5's EQUALLY SPACED EA. c Q w'" N o — — _ — — �- -- _ — -- -- -- — — — - - — — — — — / I b 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z 06 p a I-- — — — — ■ I M BARS & 3" MIN, COVER TO EDGE OF CONC. a Z o ro% I ------ ----.....,._...-.--------_---- iv ( 48"x48"x12"dpw/#5'sEQUALLY SPACED EA. p., O Z �r-gdro �. FO 14� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 21'-4" 7'-10" 5'-11" „ I \/ BARS & 3" MIN. COVER TO EDGE OF CONC. I J p \ 2 -7 FO I F13 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Q g D1 : 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 8 # 5 E.W. fA G X S3 \ O O O z t D F I D © 'v BARS & 3" MIN: COVER TO EDGE OF CONE Q � \ \ I coo N 60"x60"x16" dp w/#5's EQUALLY SPACED EA. TWO STORY I 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q U, FOOTING F1 \ D I I BARS & 3" MIN. COVER TO EDGE OF CONC. M- 0'-0" FIN. FLR i FO �+�/ 4 /� n x oo D © Z I 3 1/2" THICK CONC. SLAB W/ 6X6 I I FO O ( S i IVI �O�S �EV EN D I^"' �% �. M ( -4 FIN. FLR d v) W/1.4 XW/1.4 W.W.F. OVER 6 MIL I �, `- p � I EXTEND FOOTING UNDER VAPOR BARRIER OVER p c>I— COMPACTED FILL. I I o I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT, FTG. W POCKET SLIDER W/ (1) I TO TIE BEAM (6'-8" O.C. MAX U.N.O.). W PITCH ADDITIONAL #5 REBAR I �•• I 1/8" / FT. I (C14 20f-8" 2 EP I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 2 • I S 1 I I TO TIE BEAM. II I FO ( I � ■ �DO a, m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. o ° - I ■ ■ I "` """ """ — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. `•1 #5 CONT. FT.G TO TIE BEAM. 120 FO F01 FO Q r D D D z ~ 11 rr O 9'-0" 44'-8" ~ J 2 STORY FOOTING Z 9'-8" 65,_4„ 70, z J C � Q W 76-0-1 W 0 0000 _N p� p� m H W Z U""„ ©p O O HCH-' IZ STRUCTURAL ENG. CFG / BADT DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. TM - 2171665 SCALE ..___ AS INDICATED DATE: 09/26/2017 FOUNDATION PLAN 1/4'#=11-011 L .., SSOCIATES, 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. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &A 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS \ ®1111111[ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD' lyj M FOOTING STEP DOWN AND CORNER INFORMATION. ®� �`®®o•oo® b��'®i a Ui 00 �Q��lr ®®••••2�(��� 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH; �j of u„ s. Z a= Z PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION O= J Q U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER Z ® 4� -i COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS t1. °•'� •e W °®• �' ©' D 75'lo FOR COMPACTION REQUIREMENTS), IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ®%� s�b� • •••®••••®®° a *>� W �C 11-O" 13'-8" CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN®® W J PR �`�� m LL - 52 -4 01 41 2 STORY FOOTING 10" SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, pq ®®111111111` 8'-2" 0. COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS Z BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 0 ►= PSF. a O F01 FO F01 in OO 2 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TOjl�rIr D D D N LL o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE o Q av o�J m STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND ■ . — — — — ■ _ — —■ — �— — — � — — ■ — ■ ■ — � — — — ■ ■ FOOTING SIZES PENDING DEPTH OF STEMWALL. � U � • A/C PAD A/C PAD �" — — - — — -- -- -- - — — — — — — — N --� — - ��- -� — -I �- — z I L —■ I Z p 4' FI LR q ii i UT)o I FOOTING SCHEDULE pq U 101 h— J o p 3'-8" 5'-4"0. 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Z E °D � >-F01 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. � •� r- ( to 7f -6'f = oo BARS & 3" MIN. COVER TO EDGE OF CONC. r l © StiO O p -4 FIN. FLR c� U pti U _ 2 I v0 24''x24"x12" dp w/ #5's EQUALLY SPACED EA. ZO 23'.0" 1'-8" 3'- 0"— N PITCH O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. FO / �\ o0 1/81/8" /SFT BARS & 3" MIN. COVER TO EDGE OF CONC. p ►_ / Fb 28''x28"x12" dp w/ #5's EQUALLY SPACED EA. z p D / M PAVERS D 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. r`-+ LL/r F- / F1 \ BARS & 3" MIN. COVER TO EDGE OF CONC. Fp / / \ — 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. D% �■ ■ ■ 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. D p / / / 3'-$" �- — — - — DO BARS & 3" MIN. COVER TO EDGE OF CONC. of — — — — / / / / / _ ■ D N 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. FO / 1'-3" / 2 a? -4" FIN. FLR I • I 2.6 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W, Z L _ — — — / FO I _J BARS & 3" MIN. COVER TO EDGE OF CONC. -� — "" "- 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z • FO o I" D PITCH/8"/ FT - I 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p -^*� 0 -a < M BARS & 3" MIN. COVER TO EDGE OF CONC. rra L.�.. S D M L — — FO \ I 42''x42"x12" dp w/ #5's EQUALLY SPACED EA. c Q w'" N o — — _ — — �- -- _ — -- -- -- — — — - - — — — — — / I b 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z 06 p a I-- — — — — ■ I M BARS & 3" MIN, COVER TO EDGE OF CONC. a Z o ro% I ------ ----.....,._...-.--------_---- iv ( 48"x48"x12"dpw/#5'sEQUALLY SPACED EA. p., O Z �r-gdro �. FO 14� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 21'-4" 7'-10" 5'-11" „ I \/ BARS & 3" MIN. COVER TO EDGE OF CONC. I J p \ 2 -7 FO I F13 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Q g D1 : 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 8 # 5 E.W. fA G X S3 \ O O O z t D F I D © 'v BARS & 3" MIN: COVER TO EDGE OF CONE Q � \ \ I coo N 60"x60"x16" dp w/#5's EQUALLY SPACED EA. TWO STORY I 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q U, FOOTING F1 \ D I I BARS & 3" MIN. COVER TO EDGE OF CONC. M- 0'-0" FIN. FLR i FO �+�/ 4 /� n x oo D © Z I 3 1/2" THICK CONC. SLAB W/ 6X6 I I FO O ( S i IVI �O�S �EV EN D I^"' �% �. M ( -4 FIN. FLR d v) W/1.4 XW/1.4 W.W.F. OVER 6 MIL I �, `- p � I EXTEND FOOTING UNDER VAPOR BARRIER OVER p c>I— COMPACTED FILL. I I o I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT, FTG. W POCKET SLIDER W/ (1) I TO TIE BEAM (6'-8" O.C. MAX U.N.O.). W PITCH ADDITIONAL #5 REBAR I �•• I 1/8" / FT. I (C14 20f-8" 2 EP I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 2 • I S 1 I I TO TIE BEAM. II I FO ( I � ■ �DO a, m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. o ° - I ■ ■ I "` """ """ — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. `•1 #5 CONT. FT.G TO TIE BEAM. 120 FO F01 FO Q r D D D z ~ 11 rr O 9'-0" 44'-8" ~ J 2 STORY FOOTING Z 9'-8" 65,_4„ 70, z J C � Q W 76-0-1 W 0 0000 _N p� p� m H W Z U""„ ©p O O HCH-' IZ STRUCTURAL ENG. CFG / BADT DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. TM - 2171665 SCALE ..___ AS INDICATED DATE: 09/26/2017 FOUNDATION PLAN 1/4'#=11-011 L .., SSOCIATES, 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. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &A C�� SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. C( TO TIE BEAM (6'-8" O.C. MAX U.N.O.). 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. z 0 F— (1) #5 @ TOP, BOTTOM ��ar, �'►re►�r� w dam00000 ' &@24"O.C. a'%op 0 Uj VERTICALLY J Z Uj • :4 0 U BETWEEEN COLUMN & CK 00 0 P MAIN HOUSE CMU LL 0 FILLED CELL a • �T JfyT � PLAN VIEW (1) #5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU SECTION VIEW fiDl MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). ot G4 ° z Z 49� O C� a Z a z C9 0 W w w W M Q Z �a g J n— J p J IZ t) oc W F— J Z �W � C LO z 0 0 u J o 0 W Em �Lo 0000 2NIoC m..m `J Z �.._ 0 0 N 2 F- CL STRUCTURAL ENG: CFG/ BAD RAFTI DNG: -STRUCT: MB / DJ _..__. QC CHECK: CC JOB No. TM - 2171665 SCALE: AS INDICATED DATE: 09/26/2017 DOWEL PLACEMENT PLAN 11 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. ��ar, �'►re►�r� w dam00000 ' �I a'%op 0 Uj J Z Uj • :4 0 U CK 00 0 P LL 0 a • �T JfyT � ot G4 ° z Z 49� O C� a Z a z C9 0 W w w W M Q Z �a g J n— J p J IZ t) oc W F— J Z �W � C LO z 0 0 u J o 0 W Em �Lo 0000 2NIoC m..m `J Z �.._ 0 0 N 2 F- CL STRUCTURAL ENG: CFG/ BAD RAFTI DNG: -STRUCT: MB / DJ _..__. QC CHECK: CC JOB No. TM - 2171665 SCALE: AS INDICATED DATE: 09/26/2017 DOWEL PLACEMENT PLAN 11 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� J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 y�06 , WALL LEGEND w = 9'-4" T.O.M. = INTERIOR/EXTERIOR Q BEARING WALLS VERIFY MGT. W/ ARCHITECTURAL PLAN U.N.O. — Z 0 I— C1.. 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H BEARING WOOD WALL SCHEDULE O(2)2X4 STUD LUMBER CONNECTION & FASTENERS UPLIFT SPF #2 BUILT UP STUD COLUMN TAG SPACING SPECIES I CAP. (Plf) BLOCKING TOP BOTTOM SPF #2 BUILT UP STUD COLUMN 16" SPF (3)124 TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN O4X4 16" SPF 1/2"THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN (1)ply TRUSS (10)104 x 12" NAILS 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pIf 3rd. PT. 1211 SPF (3) 12d TOENAILS (3 12d TOENAILS NO UPLIFT MID -SPAN ENGINEERED LUMBER COLUMN PER STRUCTURAL 12" SPF 1/2" THREADED ROD @ 48" O.C, ADJUST AS REQ'D TO MISS STUDS 1160 PIf MID -SPAN COVER NOTES, 1211 SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 PIf1 3rd. PT. 7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL 1611 SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN O5 1611 SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pIf 1 MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. 1611 SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd PT. 6x6: ABU66 w/(12)16d NAILS & EPDXY ANCHOR W/MIN. 7" EMBEDMENT 8x8: ABU88 W/(18)16d NAILS & (2)1" EPDXY ANCHORS w/ (3) 12d (3) 12d NO 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. FRAME TO FRAME 1200 SYP TOENAILS TOENAILS UPLIFT MID -SPAN B3.5xI 1.875 1211 SYP 1/2" THREADED ROD @ 48" O.C. 1160 pif 3140 ED HTT4 w/(18)16d x 2' NAILS & g5" EPDXY ANCHOR w/SIMP. FRAME TO CMU ADJUST AS REQ'D TO MISS STUDS 4235 MID -SPAN SET EPDXY MIN. 7" EMBEDMENT 12" SYP - 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1. 1160 Plfl 31 rd. 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 TOENAILS EACH END. 7. Y2" 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 ISNOT 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 UKO. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN, 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE ' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EA\ A 4 " EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP, ATTACH BASE PLATE wl EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS, - I I 1 1111 1 1 11 L � COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN 8d RING SHANK (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN <8> (3)2X4 SYP #2 BUILT UP STUD COLUMN JQ (2)2X6 SYP #2 BUILT UP STUD COLUMN ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S (2)2X8 SYP #2 BUILT UP STUD COLUMN O4X4 SYP #2 POST O6x6 SYP #2 POST <8> 8x8 SYP #2 POST (1)ply TRUSS (10)104 x 12" NAILS 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL (1)ply 1985 COVER NOTES B2x1 0 3-1/2"X5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL COVER NOTES. O3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL H10A W/(18)10d x 11" NAILS OR COVER NOTES. O3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL V-0" TO 9'-11" COVER NOTES. O5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL H10A-2 1245 COVER NOTES, O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL FRAME TO FRAME COVER NOTES. O3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL (2)HTS20 W/(24)10d x 13" NAILS COVER NOTES. O5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL, WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS &" 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)1" 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. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x * 10d .148" x 3" 12d .148" x 41 16d .162" x 32" 8d RING SHANK .113" x 411 NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ, IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUES TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP W2" FLITCH PLATE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(8) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (1 4)1"x2j" El META20 w/(8) 10d x 1�'NAILS FRAME TO CMU 1450 1460 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 ED (1)ply TRUSS (10)104 x 12" NAILS FRAME TO CMU (1)ply 1985 (I)ply 1985 B2x1 0 (2)ply TRUSS (14) 16d x 1J' NAILS (2)ply 1900 (2)ply 1900 El H10A W/(18)10d x 11" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 V-0" TO 9'-11" (2)ply TRUSS H10A-2 w/(18) 10d x 1"'NAILS 7 3 H10A-2 1070 H10A-2 1245 El HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 El (2)HTS20 W/(24)10d x 13" NAILS TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 El H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 W/(14)10d x 1"' NAILS ON MASONRY: (2) SIMP, MSTAM24 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 IEMGT w/(22)10d t" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. (10) 10d NAILS B3.5xI 1.875 (2)1.75"x11.875" LVL 7" EMBEDMENT FRAME TO CMU 3140 3140 ED HTT4 w/(18)16d x 2' NAILS & g5" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & H HGT-2 w/(16)10d NAILS wfia" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 12" EMBEDMENT NAILS & (18)4"x24" TAPCONS 4 Fil HTSM 16 w/(8)10d NAILS & (4) T'X 24' TAPCONS FRAME TO CMU 1010 1175 121 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 Efl (2)LSTA1 8 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 EMSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM LTT20B w/(10) 10d NAILS & A" EPDXY ANCHOR WSIMP. SET COLUMN TO FTG. OR 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7" EMBED. CMU 1290 1300 HTT4w/(18)16dx2j1"NAILS wP8" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4236 (18)#10x13" SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 n2l MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TAPCONS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (62) 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)164 NAILS AND TO TRUSS 1335 1550 W/(6)16d NAILS FRAME TO FRAME 25 HUSC210-2 W1(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS Q" EPDXY ANCHOR WSIMP. SET EPDXY MIN, 7" EMBED. FRAME TO CMU 1290 1300 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 HI0A-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 TRUSSESMOISTS 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 I -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 W/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE, MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR 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 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6#2 SYP w/3" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP W2" FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2xI0 (2)2x8 #2 SYP TO MASONRY: SIMP, HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (1 4)1"x2j" H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3xI2 (2)2x10 #2 SYP (10) 10d NAILS B2x1 0 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4"x2" TAPCONS 1 4'-0" TO T-11" ON MASONRY: (1) SIMP. MSTAM24 2 V-0" TO 9'-11" TO POST: SIMP. HTS20 OR LSTA18 3 10'-0" TO IT -O" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (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"x2" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 Od NAILS B3.6x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1"x2j" TAPCONS 4 ON MASONRY: (2) SIMP, MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xI 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2' TAPCONS ON MASONRY: (2) SIMP, MSTAM24 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 4 ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 65.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2)SIMP.HTS20ORLSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL " U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 31/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY W/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6#2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP W2" FLITCH PLATE ATTACH KING STUD TO HEADER wl(8) 16d NAILS H2xI0 '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 wl(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3xI2 (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 T-11" 1 1 4'-0" TO T-11" 2 2 V-0" TO 9'-11" 2 3 10'-0" TO IT -O" 3 4 ROOF NOTES: W 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 0 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. z 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING, 0 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 0 - ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. U) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI I (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 p W TRUSSES jz 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 Uj CD PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.L%) 1: ra�r.V_ OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO y u, iZ Uj co CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP LU � � C; z 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 ••Uj < Z 0 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS it NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 0 CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LL 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 0 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 WN: THE CONTRACTOR OR A/C SUPPLIER, SEE TB01/SD2 FOR MORE INFORMATION. � aDz BUILDER NOTE: C) IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE0 TRUSS MANUFACTURERS LAYOUT U z 0 ---- STOP ---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 0 ROOF & EXT. WALL NAILING SHEATHING NOTES 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'. os 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 z SPACED NO MORE THAN 24" O.C. 9 0 GABLE ENDS:(0 J 1z 8 W 5'r, ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW@ T. O.C.W 0 V1, " AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 06 cd EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS, z Z z z EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. 0 NAILS: U (D Z z W C) 0< NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 0:6 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, 06 j < HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZEF_ ft LU Z �o EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY M _j TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, = W 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL C3 1.. 2 BE IN ACCORDANCE WITH ASTM A 153, 9 1-- 0 APA SHEATHING NOTE: 1.1.1 I Lu Z 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. W) Z 00 11 F- 0 z z 0 W LC) 0 000 C4 _j 0 Z Uj b in Lij 0 n Q0= 0 P- W STRUCTURAL ENG: CFG BAD -STRUCT: MB / DJ QC CHECK: cc JOB No. TM - 2171665 SCALE: AS INDICATED DATE: 09126/2017 NOTES & CONNECTOR 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. LEGEND 1/4"=11-011 S401 I SO SIso D B 4 — - —SD5 B O 4 Co O 1- 00 00 00 00 CD r Cl) M M M co M N O 0 0O0O O O O O O Qu' Onj - J08 H2X6 H2X6 J08 ..III co STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR 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 SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 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'-0" 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 EOR 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 ISNOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. O F- I�_ (0 0 I' Uj M oo$0N0••! Po. 00 w •�/� Y Z sa o Q" _. _ Q �� p Q U Q % � 0 Or %06®69.00•••00 LL !/1111111® O 0 Ca / • �r W- 400 p U N P4 �J O C+, 6 w o ° o C14 (0 J09 III III J09 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B Z 4 III N ID_ ZCQ�S U J10 J10 6 9 J11 J11 z 0 J11 J11 III N J10 III J11 _01 J11 O Z O J09 A1� Q ¢ � . J13 0 A V02 Q CL W ro V- J08A J0$ N M V02 rn aiivl � V Idb J12 a Z $hl �` g 00 rn © J11 V01 "� J09 I,: Cn J11 J10 ¢ Z Z a O Q'` LL CU4113' SD5 J11 STRAPS III X LLJ �.�.,. ¢ F- I- J 11 _J Z t� . REQ'D III = o �., O p CO J11 J11 � H O � III LU so J10 III J10 SD5 II! U) STRAPS J09 REQ'D J09 = J08 — — — J08 0 0 o H2X12 u- o Q y�,o <[ r g g SO W n-� v' SO 4 B Z SD5 F 4 SD5 A 0 Q 11 S z N z -- . 0 �: et � 0 � � o , o«0© �Nm 1— �wz �WToo EL STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: MB / DJ QC CHECK: CC JOB No. TM - 2171665 SCALE: AS INDICATED ROOF F PLAN DATE: 09,26/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: THE GROUT IS LEVELV__1 PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W WITH TOP OF BLOCK FORSTANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL H PROPER TRUSS/ FLOORHOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) STANDARD LINTELS < SYSTEM BEARING (MIN 3")OTHER BARS INTO REBAR IS TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES D CORNER AS REQ'D INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F$ -OB 8F16-16 / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, LINTEL, #5 TO BE HOOK PER IS NOT REQUIRED TO BE FILLED 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY HOOKED INTO MD08 2'-2" 1783 3069/306 9 6113 / 5163 8974 / 8054 10000 / 10000 ( ) SIDE VERTICALS ' STANDARD 90 DEGREE HOOK 2'-811 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. q °e e . ' .ae a' o d' ° ° ° •° , , n 4 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO -"-' IL TYP. BOND BEAM 8 x $ x 16 K.O: X-411 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END — w LINTEL BLOCK FILL w/ 3000 sl CONC. w/ "' ° '4 °+ : . ' e H psi 4'-0" 860 1651/1349 5365/1999 7342/3123 10000 /4249 " • ° m' ° ° • a ° • e' 1) #5 DIA REBAR 4. LINTEL MIN DEPTHS ARE CALLED OUT ON LINTEL PLAN IF DEEPER LINTEL INSTALLED THAN O ( 4'-6" 710 1423/1105 4360/1631 6036/2549 $32813470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Z n w 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O POw g 6 11 if 488 991/991 2661/2143 5681/2698 6472/3685 1 F- W e ,II ° GRADE 40 ll II BAR SIZE ° a to = g F- BEND 0 7-0 416 752 / 699 1843/1625 3486/2602 6390/3302 5. (") ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD °• . p_ -SHEAR WALL T OPENING .. e TYPI AL SHEAR WALL SEGMENT "Ai' IIBII 11/'111 111311 #3 17/8 41/4 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 15 a e 41/4 4 18 #4 �, z M (9 © w CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 Q. ° BOTTOM STEEL IN LINTEL IF 81/16 14 30 41/2 to w ADEQUATE FOR THE LOADS. #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 1 11 9 -2 315 618/535 1533/1247 2781/1946 4754/2489 ° INDICATE -SHOULD HOOK INTO QC CHECK: CC 6, G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS JOB No. TM - 2171665 - LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED ° 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 z ° VERTICAL CELLS PER MD08 m ,' e': �`� P .4 d �dtl ° SPLICE DETAIL SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W d Sw/ 5 SCALE: 3/4„ = T-9' 1/8"=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: 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 o- " ROUGH OPENING PER PLAN �' ----� ' -= d WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D, •' W STD. 90 DEGREE ANGLE 3000 psi 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL d . '• e 12'-0" 239 418/297 1076/1046 1838/1446 2883 /1848 12'_8" 0 369/261 1002/984 1697/1361 2630/1738 CONC. w/ (1) #5 DIA. REBAR SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-4110 328/0 1234/0 1779/0 2662/0 W 14'-0" 0 292/0 1160/0 1660/0 2439/0 8" x 8" x 16" CMU U.N.O. 1614" 0 284/0 950/0 1379/0 1997/0 MATERIALS INDICATES FILLED CELL FROM FTG. TO TIE 18'-0" 0 211/0 750/0 1177/0 1676/0 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fC PRECAST LINTELS = 3500 PSI. W ¢ °° MD08 FOR LAP INFO. 20'-0" 0 180 / 0 59810 1024/0 1441 / 0 2. fC PRESTRESSED LINTELS = 6000 pSi, 1 ° c 20'-8" 0 145/0 550/0 98110 137610 3. GROUTED PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. PROVIDE CLEAN OUT OPENING @.GROUT 1 11 9 = 22 -$ 0 110 / 0 45010 824 / 0 1147 / 0 FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NEt AREA COMPRESSIVE JOINTS SHOULD NOT BE CUT CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. B j SEE FOUNDATION FOR FOOTING 2'-411 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW . RELAXATION. 7/32 WIRE PER ASTM A510. U °D e 2'-811 1425/1425 3343/3280 4933/4933 r� •o• `�� �,► cV 3 -0 1230/1230 2769/2769 4086/4085 ��,o `o® ®® /� � z T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �® /z ` ®� , 4'-4" 846/833 2121/1716 3127/2839 F = FILLED WITH GROUT / Pu 9 � � ui ¢ ° e 5'-411 664/572 1761/1761 2595/2595 MARK LINTEL _ 00 O 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U - UNFILLED R = RECESSED ��, Z coo® Z 7'-411 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ y •,• �.° }`C. 0 8'-4" 415 / 235 1152 / 1152 1694 / 1552 0 8RF6-16/1T BOTTOM OF LINTEL CAVITY b�®°••.•••.••°'° �5® U - 8F 16-1 B/1 T '®•*', ADOkTYPICAL MASONRY CONSTRUCTION a 8F8-1B/1T �_ ®®'11111 111a�,®® 1 FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP SCALE: 3/4" = 1'-0'. ) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION O 8F16-1B/1T NOMINAL WIDTH � O TYPE DESIGNATION ch • 8RF14-OB/1T � O Q�Gf1yJf � O 8F16-0B/1"r 1-1/2" CLEAR U X30 0 cO 8F20-1B/1T MM Z H 8F20 -06/1T � yR AT TOP MIN. (1) REQ'D w U o O O ¢ iz z Z 0 8RF22-1B/1T QL.:FGROUT O O O 8F24-1B/1T r zR AT BOTTOM OF LINTELz REINFORCING PROVIDED O� 0 8RF22-0B/1T 7-5/8" AG IN LINTEL (VARIES). 0 8" NOMINAL WIDTH z M SEE PLAN FOR TOP OF WALL AND LINTEL INFO 8F24-OB/IT Q Y.1 i O FILLED P� SEE DOWEL LAYOUT 11 .. PLAN FOR FILLED CELL O 8F32-1B/1T 1-1/2 CLEAR ;;, .:.. •.{ : INFO. MIN. (1) IS REQ'D` LINTEL PER PLAN ON EITHER SIDE OF O 8RF30-OB/1T ¢ w OPENING U.N.O. O 8F32 -OB/1T J #5 REBAR AT TOP MIN. (1) REQ'D z 0 a..ti...`' TRANSOM OPENING -8" 31-211 71.4,1 ¢ z C.M.U. to � * (2) 2X8 SYP #2 P.T. WOOD HEADER O 8F38-1B/1T � g o W ��gg TURNED SIDEWAYS. ATTACH (2) 2X8 I I ,n O Gl t/1 i �, r• ' FRAME INFILL AROUND y ',.: SYP #2 P.T. HEADER TO MASONRY Ou 8F12 A B/1T CCS WINDOW BY BUILDER y, WALL W/ SIMPSON HU28-2 OR HUC28-2 F F �'3 d 11 BOTTOM REINFORCING PROVIDED A.. O O - SEE WF01/SD2 FOR ' � � • HANGER @ EA. END. USING (14),1/4 0 8F40 OB/1T '�"'��"''I`' ,.,.� Z p � c MORE INFO DIA. X 2-3/411 TAPCONS OR EQUAL INTO 7-5/8" ACTUAL IN LINTEL (VARIES) .: w 8F8 -0B/1T $ NOMINAL WIDTH MASONRY & (6) 10d NAILS INTO O � HEADER. NAIL EACH PLY AND EACH , OO UNF J z ADDITIONAL HEADER PLY W/ (2) -ROWS ;A7t] W z 10d NAILS STAGGERED @ 6" O.C. AND ;:. MIN 2"FROM ENDS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED a .w.l Z •A. Y .•. '--REFER TO DESIGN PLANS FOR LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 SAFE LOADS FOR ALL p F- J O z::.' :•' REQUIRED IN -FILL FRAMING DIMENSIONS RECESSED LINTELS BASED ON 4" NOMINAL BEARING. DOOR OR WINDOW OPENING 2. o =Not RACED. L- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W A MAX 4'-0.. 0 W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = —■- 9 DCr) O MIN. 28" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING O ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. A6�0LINTEL W/ TRANSOM DETAIL 6. ONE #7 REBAR MAY SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 3/4"=1'-0" O O 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 g SUPPORT. �5 GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 Iad LAP SPLICE °• . NO -SHEAR WALL T OPENING .. e TYPI AL SHEAR WALL SEGMENT "Ai' IIBII 11/'111 111311 #3 17/8 41/4 15 a e 41/4 4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 14'-0" 0 292/0 1160/0 1660/0 2439/0 8" x 8" x 16" CMU U.N.O. 1614" 0 284/0 950/0 1379/0 1997/0 MATERIALS INDICATES FILLED CELL FROM FTG. TO TIE 18'-0" 0 211/0 750/0 1177/0 1676/0 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fC PRECAST LINTELS = 3500 PSI. W ¢ °° MD08 FOR LAP INFO. 20'-0" 0 180 / 0 59810 1024/0 1441 / 0 2. fC PRESTRESSED LINTELS = 6000 pSi, 1 ° c 20'-8" 0 145/0 550/0 98110 137610 3. GROUTED PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. PROVIDE CLEAN OUT OPENING @.GROUT 1 11 9 = 22 -$ 0 110 / 0 45010 824 / 0 1147 / 0 FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NEt AREA COMPRESSIVE JOINTS SHOULD NOT BE CUT CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. B j SEE FOUNDATION FOR FOOTING 2'-411 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW . RELAXATION. 7/32 WIRE PER ASTM A510. U °D e 2'-811 1425/1425 3343/3280 4933/4933 r� •o• `�� �,► cV 3 -0 1230/1230 2769/2769 4086/4085 ��,o `o® ®® /� � z T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �® /z ` ®� , 4'-4" 846/833 2121/1716 3127/2839 F = FILLED WITH GROUT / Pu 9 � � ui ¢ ° e 5'-411 664/572 1761/1761 2595/2595 MARK LINTEL _ 00 O 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U - UNFILLED R = RECESSED ��, Z coo® Z 7'-411 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ y •,• �.° }`C. 0 8'-4" 415 / 235 1152 / 1152 1694 / 1552 0 8RF6-16/1T BOTTOM OF LINTEL CAVITY b�®°••.•••.••°'° �5® U - 8F 16-1 B/1 T '®•*', ADOkTYPICAL MASONRY CONSTRUCTION a 8F8-1B/1T �_ ®®'11111 111a�,®® 1 FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP SCALE: 3/4" = 1'-0'. ) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION O 8F16-1B/1T NOMINAL WIDTH � O TYPE DESIGNATION ch • 8RF14-OB/1T � O Q�Gf1yJf � O 8F16-0B/1"r 1-1/2" CLEAR U X30 0 cO 8F20-1B/1T MM Z H 8F20 -06/1T � yR AT TOP MIN. (1) REQ'D w U o O O ¢ iz z Z 0 8RF22-1B/1T QL.:FGROUT O O O 8F24-1B/1T r zR AT BOTTOM OF LINTELz REINFORCING PROVIDED O� 0 8RF22-0B/1T 7-5/8" AG IN LINTEL (VARIES). 0 8" NOMINAL WIDTH z M SEE PLAN FOR TOP OF WALL AND LINTEL INFO 8F24-OB/IT Q Y.1 i O FILLED P� SEE DOWEL LAYOUT 11 .. PLAN FOR FILLED CELL O 8F32-1B/1T 1-1/2 CLEAR ;;, .:.. •.{ : INFO. MIN. (1) IS REQ'D` LINTEL PER PLAN ON EITHER SIDE OF O 8RF30-OB/1T ¢ w OPENING U.N.O. O 8F32 -OB/1T J #5 REBAR AT TOP MIN. (1) REQ'D z 0 a..ti...`' TRANSOM OPENING -8" 31-211 71.4,1 ¢ z C.M.U. to � * (2) 2X8 SYP #2 P.T. WOOD HEADER O 8F38-1B/1T � g o W ��gg TURNED SIDEWAYS. ATTACH (2) 2X8 I I ,n O Gl t/1 i �, r• ' FRAME INFILL AROUND y ',.: SYP #2 P.T. HEADER TO MASONRY Ou 8F12 A B/1T CCS WINDOW BY BUILDER y, WALL W/ SIMPSON HU28-2 OR HUC28-2 F F �'3 d 11 BOTTOM REINFORCING PROVIDED A.. O O - SEE WF01/SD2 FOR ' � � • HANGER @ EA. END. USING (14),1/4 0 8F40 OB/1T '�"'��"''I`' ,.,.� Z p � c MORE INFO DIA. X 2-3/411 TAPCONS OR EQUAL INTO 7-5/8" ACTUAL IN LINTEL (VARIES) .: w 8F8 -0B/1T $ NOMINAL WIDTH MASONRY & (6) 10d NAILS INTO O � HEADER. NAIL EACH PLY AND EACH , OO UNF J z ADDITIONAL HEADER PLY W/ (2) -ROWS ;A7t] W z 10d NAILS STAGGERED @ 6" O.C. AND ;:. MIN 2"FROM ENDS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED a .w.l Z •A. Y .•. '--REFER TO DESIGN PLANS FOR LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 SAFE LOADS FOR ALL p F- J O z::.' :•' REQUIRED IN -FILL FRAMING DIMENSIONS RECESSED LINTELS BASED ON 4" NOMINAL BEARING. DOOR OR WINDOW OPENING 2. o =Not RACED. L- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W A MAX 4'-0.. 0 W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = —■- 9 DCr) O MIN. 28" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING O ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. A6�0LINTEL W/ TRANSOM DETAIL 6. ONE #7 REBAR MAY SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 3/4"=1'-0" O O 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 g SUPPORT. �5 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE °• . NO -SHEAR WALL T OPENING 11 111 �7J TYPI AL SHEAR WALL SEGMENT "Ai' IIBII 11/'111 111311 #3 17/8 41/4 15 21/4 41/4 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 "All IIBII 11 111 �7J "Dig "Ai' IIBII 11/'111 111311 #3 17/8 41/4 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 7'-8" 6'-4" I 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. 0 r Z O � ~ O Z J O O qt LLJ in O cV m 0 J ° I- ID O LIJ QOM • 4 a ° m . • ' _ #4 = 2 y2' a STRUCTURAL ENG: CFG /BAD + #6 = 311 -- DRAFTING: -STRUCT: MB / DJ QC CHECK: CC a• e JOB No. TM - 2171665 - LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED r„ DATE: 09/26/2017 ADO�REBAR LINTEL P SPLICE DETAIL Sw/ 5 SCALE: 3/4„ = T-9' 1/8"=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: (1) #5 FROM FTG, TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRG WALL BACK 2x BRG WALL PER ABOVE -WALL SO GYP FINISH IS 2x BRG WALL PER PLAN AND BEARING ~ BOND BEAM IN FULLY PENDING SITE BOND BEAM IN FULLY �� PENDING SITE PLAN AND BEARING Q GROUTED CELL. I'� CONDITIONS, SEE GROUTED CELL. a CONDITIONS, SEE ANCHOR TO HAVE MIN. FLUSH W/ WALL SCHEDULE WALL SCHEDULE FOUNDATION BELOW SPLICE TO BE MIN. 25" DETAIL MF20 FOR SPLICE TO BE MIN. 25" DETAIL MF20 FOR 7" EMBEDMENT BELOW MIN 5" I 2x P.T. BASE PLATE MASONRY WALL DEEP MONO DEEP MONO M CONC. SLAB PER LOWEST STEP OF CONC. SLAB PER L "I I CURB FOUNDATION PLAN CLEAN COMPACTED SEE PLAN cn ti FOUNDATION PLAN d 0 I FILL @ 95% STANDARD w g MASONRY WALL (1) #5 CONT. W/ 1-1/2" w M w I CONCRETE SLAB PER CONCRETE SLAB PER Q =v SEE PLAN o: �` DENSITY CONC. SLAB PER :I I � COVER TYP. a r` 4r FOUNDATION PLAN I FOUNDATION PLAN `'' $ rr z > 2x P.T. BASE PLATE FOUNDATION PLAN I- w CONCRETE SLAB PER a s g I' VARIES FOUNDATION PLAN a ; SEE PLAN a " L ao; n: . da °• e ; ... ; . ',� Z a. d ° _ O '.Qe °°ala' co. d •d° a °o .I'a' 00 '„ .. .•d'.•. 4,. + . o d ..qa',°• .°. °'. I °•,r ,•, a.' —, __ _ d' : d . —I I z ,ISI- ISI ISI• I__—ISL--I _ a Id ' GRADE — a I°< GRADE - - — _ — a' — I I, - 2 ° a s °.. ° d' _ _ a ' I I—©( — -1 I I—I I—III— _I I I—III 00 — a '. a I I—I --' e a a 'g _ ((I ° a Z' Z I— —��•— s, _ e- �d — — i ' •' d :, •, , . • + 0— LiT I ITI I11 1— Z_ _ a' _ —I I I I=1 I I— I I — ID _ —1 —1=1 —_ a a . I g —III—III-- „ _I tl —I I— �—III—III .'Noe ' a I -11I I Q 0 —I I � �- I I III I —I 11=1 I I I I I I I= I =I I I I I_ I I 1=1 I I I I ISI 11=I W _ ' � � � , � � T. ' I;III 1 ,IIL,,,II — (1) #5 BAR CONT. I IIII I I I I (2) #5 BARS CON W/ _ ___ _ „ —� — = I — i I _ I� W/ 3 COVER TYP. 8" 16" 4" (2) #5 BARS CONT. I III=III=I I I (2) #5 BARS CONT. III , ; I I IDI - CLEAN COMPACTED10 .01 W/ 3" COVER TYP. -' '—' ' '—"' ' ' CLEAN COMPACTED W/ 3 COVER TYP. FILL 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/ „ FILL @ 95% STANDARD 1,-4;, DENSITY FILL @ 95% STANDARD 3" COVER TYP. 6 8 8 10 8"" 11-41" DENSITY 8 DENSITY (2) #5 BARS CONT. W/ i 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED _ WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD FILL @ 95% STANDARD SHALL BE V-4" WIDE W/(3) #5 BARS SHALL BE 1'-4" WIDE W/(3) #5 BARS DENSITY DENSITY W WHERE 2ND STORY OCCURS, FTG 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 SHALL BE V-4" WIDE W/(3) #5 BARS (� 4FO TYPICAL EXTERIOR FOOTING AFO_'�TYPICAL GARAGE CURB FOOTING AFO NON-BEARING SLAB STEP DOWN A�FO*DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN AFO FOOTING AT INTERIOR BEARING ®0,011111lijil., 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'CD -0" 3/4"=1'-0" �r le LU w $�� , a �• •.® ® N W 00 Q •!C, •,• � NOTE TO CONTRACTOR: ® p$ = Z ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D LU • =W FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS• V t NOTE: AT FRENCH v •.,� ® O= Z Q ADJACENT MONO AND/OR STEM WALL w ,2 ;> v LU Q I SEE PLAN FOR I I SHOWER SIZE FOUNDATIONS AS SPECIFIED THIS DETAIL DOOR LOCATIONS. D MASONRY WALL y �•• .• ~ '� Z iiiiiiiiiiii d CONTRACTOR TO (y •.. ®.• �� Q MIN. 24 BEFORE VERIFY WITH DOOR "' SEE PLAN ,�®�� •••••••• ®� y- p $" MIN. I BUILr1T DER OPTIONAL CURB BY w Z a a , .. ', MANUF. FOR ®/ ♦ U_ a ANOTHER STEP �. d ®' �IC r�R ®♦® tY —� CONC. SLAB PER 8"x12" THICKENED I' a O '° ,'a REQUIRED RECESS :, SLOPE "" FIELD VERIFY I R FOUNDATION PLAN `` ¢ I a TIE MIN. ®®®®oi11111p®�♦ z GONC. SLAB PER SLAB W/ (1) #5 CONT cp �v I #5 CONT, CONC. SLAB PER 1 SPLICE GROUT CELL g FOUNDATION PLAN W/ 3" COVER TYP: o ° ' , ° a P i° .' THRESHOLD PER MFR'S CL = — tr z .. ,,,;;' ,,,• w 4. Ldl �" REINFORCEMENT SEE ~ 'a: SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS p: w - P a-'• w c� d FOUNDATION PLAN -- ° � l W o� ; °, . .. GRADE > ,... d . I THRESHOLD PER V I Uj a r` a • _.' . °. yaa, ::.�.4•••.. iii d.... a ..a ° �. I 'da ° .�'°e FOR QUANTITY O MANUFACTURERS I'' 4 I' — OW 4-�,'� SPECIFICATIONS a d III —III--) I I — _ I^ �.�^� �I•., a ii n d a , a 4. o•. r' . i a +IIID 11-1 I I III III ° . I I L—III= •I. I I I—I I ' m #5 x 25 x 25 CORNER �, .. ° . °CID — _ _ _ GRADE I <. °,:. ' _ =I I (_) I = — — — < . III III- e I' AR, ONE FOR EA. W _ I ° alz N _ — _ D_ — a A, q ... B N I I I�I I_ I I :. I I —I 1-1 Q ad — — I I I=I I.I I T — 1 1= =11 1 -- I . 4 ;.•. .... . N D TAILS .. .. , • HORIZONTAL v _.. �. ...d _ — _ U �3j 4 = III III — IIT (�IDII _III- I�I--�I �i- d• (VERIFY PLA E d, a a - I- - ° „ "III— 8 8 w ° am a. �' �.,,'� FOR REQUIRED #5 d I'� REBAR, TYP. U.N.O. CDNC. SLAB PER °0 - a.A.' —I (=III l I • FOUNDATION PLAN 8 4 T� —III—I I•- I I I I I I- a :.. a.:.._ .�'d ' . • . ' • ' I I_ °.... ' A' . ° .a ' ;' . • Ia I _ = I I Z �I _I I I—' ' I —I I_I __ _ ..�... _ ' .. I M I_111 —III 1111 I , I o a rn CONT. BARS. MAINTAIN— I=III=_— I -- _ _ --- TYP. e _ _a q I I III 1 I I — I I _III— III I ° - � _ I I L. -._..I I (—. SEE I I— I_I--I I III ��_6 M—�N� ' � °`• • . � �"•'• I --I I • . .: ''• '• ' I I— PENDING SITE , ,I (---'III—III— — — �- „ �-- 3 COVER a •• '....:.:: , ; •; :.. (2) #5 BARS CONT. ,_ „ „ 1 -4 CONDITIONS, -) I I— 1T1 16'' MIN. '.q . be' ' SLOPE W/ 3" COVER TYP. 8 1 4 — 8 O� DETAIL MF20 FOR - 7 i I VERIFY PLAN DETAILS III—I ((=1 I 1=1 I 1 � l DEEP MONO BEND EACH CONT. PER MFG `''.';••` SLOPE EXT, SURFACE CLEAN COMPACTED V — FOR REQUIRED #5 BAR AT STEP DOWN, , (2) #5 BARS CONT. CONT. BARS. MAINTAIN OR GRADE 1/8 PER FILL @ 95% STANDARD O W/ 3" COVER TYP. OR INSTALL #5 HOOK S� CLEAN COMPACTED FOOT AWAY FROM O� 3" COVER TYP: BARS FOR EACH CONT. DENSITY FILL @ 95% STANDARD BUILDING WHERE 2ND STORY OCCURS, FTG DENSITY 1/2" FIBER EXPANSION BAR. LAP REBAR PER WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS DETAIL M008 ON AS REQUIRED SHALL BE 1'-4" WIDE W/(3) #5 BARS LINTEL PLAN S CC m 1 TYPICAL CORNER BAR DETAIL TOP VIEW AF1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMUFO FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGE F0 TYPICAL STEP FOOTING DETAIL F Y ( )r 3/4"=1'-0" 3/4"=1'-0„ /— FILLED CELL PER PLAN GARAGE — J `r TOP VIEW CORNER GARAGE WALL CONC. SLAB PER BEYOND FOUNDATION - DRIVEWAY BY PLAN BUILDER- CONCRETE M OR PAVERS ;11 Ad :Co - a ° III=I I I 1 CLEAN COMPACTED I FILL @ 95% STANDARD DENSITY 20"x8" THICKENED EDGE W/ (2) #5 CONTINUOUS W/ 3" COVER, TYP. F1 THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0„ 8"CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING ° ' °' d ° GRADE PIPE. MAX 4" PVC SLEEVE MAX 6" DIAMETER aa. FOOTING PER PLAN z I _I 11-111- CLEAN COMPACTED g FILL @ 95% STANDARD (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" 3/4"=1'-0" 314"=11.011 (2) 05 x 4'-0" BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION _ "• a 8" C.M.U. FINISH PER I I ITI I I -- III=I ELEV. =I .._ ., • o I - FINISH FLOOR 00_-) d a I (I DEFER TO DAT=I I— —I I I I I - I FOR CONT. PLAN PENETRTING PIPE I I DI I I . .° MAX, 4" -I I SEE FDIC III FOUNDATION ': PLAN FOR #5 LOOP TIE (TYP.) I I SIZE & REINF. 1 INFORMATION REFER TO �*°°`: +,:'•: FOUNDATION PLAN PIPE PERPENDICULAR TO FND - FOR CONT. CONTACT EOR FOR ADDITIONAL REVIEW FOUNDATION FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS INFORMATION FOOTING PER PLAN PVC SLEEVE (FRONT VIEW) MAX 6" DIA. PIPE PARALLEL TO FND 3/4"=1'-0" 3/4"=1'-0" � ^ WOOD POST PER PLAN "� FOR SIZE AND BASE ..... Z CONNECTION o F0 TOP COURSE TO BE LU S� t CHAIR BLOCKS. W © ¢ h' ENTIRE BASE TO BE 06` FILLED SOLID SEE E (D CMU BASE W/ (1) #5 ELVATION VERTICAL @ EA, Z J CORNER. SEE PLAN FOR BASE SIZE; BARS O U) 1%io TO TIE INTO EXT. FTG. °' A1.. BY TIE IN OR EPDXY II, O Q U IWi CONNECTION .d I4 ¢ ~ THICKENED EDGE. w a W Z FOOTING PER MF08 d ON e ' a I . -� -� a, THIS SHEET BEYOND a W CONC. SLAB OR PAVERS PER PLAN PITCH a " I' d a' I ' W0 GRAD W U. ° . a . „✓ •..._._ SEE FOUNDATION FOR PAD SIE �. CLEAN COMPACTED I I .= sC'il':. '....r,�'.,. ° I i FILL @ 95% STANDARD I a a a DENSITY AF1 k FOOTING @ ENTRY MASONRY COLUMN Q Ic z H O0 r' MIN. (2) #5 DOWEL W/ CDNC, SLAB PER ALL REINFORCEMENT SHALL CONC. SLAB PER MIN. 6" EMBED. INTO Z JN FOUNDATION PLAN MAINTAIN 3" CLEAR TO FOUNDATION PLAN MAIN FOOTING W 0 d0 GRADE AND 1-1/2" CLEAR TO SIMPSON EPDXY @ (/� ANY FACE EXPOSED TO 12" O.C. Q W WEATHER ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR CONCRETE STAIRS AS Ln O TO GRADE AND 1-1/2"' REQ'D PER GRADE W/ 0 Go O CLEAR TO ANY FACE MIN (1) #5 BAR Cy EXPOSED TO WEATHER O J Z a'W • • �SEE U PLA Q 0 a • �• a •d q d; — —� • .. ' . ;� :. N L c _ — O a (2) #5 BARS @TOP .e z (2) #5 BARS @TOP I a•' —) I I. d I a WHEN MONO DEPTHi. r' w g Z CL WHEN MONO DEPTH O „ III=I I' °. ' .I . .. a _ EXCEEDS 26" IF -III=I I' . ' .....I• ; EXCEEDS 26", IF a :° a 20 — (I 4d ° ° DEPTH<26"THESE = II I: '•-0 al.�°•, s DEPTH < 26 THESE I�-- I:., .. �; " A STRUCTURAL ENG: CFG /BAD DRAFTING: BARS ARE NOT REQ'D . = I :...I , �'a., . 'a•.I : GRADE BARS ARE NOT REQ'D I -- .'a •. °: .� I� '�4� •�'�'7"°•a'� A.4a GRADE ! STRUCT: MB / DJ #3 STIRRUPS @ 48" _ I .. <' ' I • _ #3 STIRRUPS @ 48"I'. O.C. WHEN MONO D I I=I f :L'° I= I Iz_I - O.C. WHEN MONO I IE '" Al. __..__ ____....__.._...__ DEPTH EXCEEDS 26", -II=II I . I < =I11-1,= DEPTH EXCEEDS 26", —III I LII—_I, I- IF DEPTH < 26" THESE ' — I :° : a' o IF DEPTH < 26" THESE I I I—I 4 :° ' . .' III= I - -' QC CHECK:— CC --- JOB No. TM - 2171665 BARS ARE NOT REQ'D 'I-- " '• = I ' BARS ARE NOT REQ D SCALE: AS INDICATED (2) #5 BARS CONT. W/—, I I=III— CLEAN COMPACTED (2) #5 BARS CONT, W/ =I I—I ((—I_ CLEAN COMPACTED 3'" COVER TYP. 1'-4" FILL @ 95% STANDARD $" COVER TYP. I III 1 -4. • —I I FILL @ 95% STANDARD DATE: 09/26/2017 DENSITY —I DENSITY #F2)�DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING W/ STAIR NOT USED "= , ", „_ , .,SD1 3/4 -1-0 3/4 1-0 i i 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. COPYRIGHT MCD 2014: The information contained np p Y 1. MIN. (6)1/2"x5" TITEN HD W/3-112" MIN. EMBED. (2) 2x TOP PLATE W/ 2. MIN, (6)1/2" ASTM F1554„ Gr, 36 (OR BETTER) THREADED ROD WI (3) 12d END NAILS TO LAST STUD 4-1/2" MIN. EMBED, W/ SIMPSON SETAP EPDXY OR EQUIV. USE PROVIDE STANDARD " 2x6x12 P.T. SYP #2 CENTER TYPICAL TIE BEAM w/ 3000 psi HOOK 2x2 SQUARE WASHER /-�'— BU A CONC. w/(1) #5 REBAR CONT. •..:'' • .: • � . °: .. CK SEE PLAN FOR WALL . ° r. MING IN • • ` _ ...._....____ .___: 112" J -BOLT w/ 5112" EMBED. FRA FO ' -. • :� • . • , °.• _ ._ • 2x P.T, SYP #2 NAILER wl 1 STD HOOK . �YWY . • _. _3___ .._ _.,, 114 x2 314 TAPCONS 24 I- @ BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT 1 #5 IN TIE BEAM _..___._ O.C. & 4" FROM ENDS WALL SCHEDULE :°d FURRING TO CMU W/ 2x FRAMING PER ' O -1 1%2" OF OPENING ANCHOR NOT PERMITTED M ' PLAN 6 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 • , U.N.O. F.F. & 6" BELOW TOP OF THREADED ROD PER (, ` . ��� (1) #5 VERTICAL IN ',� BUCK. SPACE REMAINING (4) EQ. SPACED - TITEN HD ANCHORS w/ 11 "'.°I�!.: GROUT FILLED CELL (IF _._g w ANCHORS @ 24" O.C. MAX PLANS. MIN. 6" FROM MIN. 1 J" EMBEDMENT FOR HOLLOW r' REQ'D PER PLAN co 0 END OF BRG. WALL/ „ ' ) 45 DEG, BEVEL CUT 2x6 P.T. MASONRY WALL { BLOCK OR 3 1/2 EMBEDMENT FOR SOLID ,.. BLOCK. MAX. 6" FROM TOP AND BOTTOM > " SYP #2 BUCK END,1 112"Z OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" NOTE: SEE MD08 ON m o " o._ Co w ABOVE GARAGE F.F., EA. BASE PLATE LINTEL PLAN FOR a m ¢ SIDE OF OPENING FROM TOP AND BOTTOM AND 12" O.C. ADDIT'L REBAR INFO m ¢ CONNECTION PER BRG BETWEEN NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU PT BASE PLATE • '• . SECTION ATTACHMENT LOCATIONS PER GARAGE DOOR MFR.'S DO VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL 1/7=11'4' (MAX. 170C) 1/2"=V-0" 3/4"=1'-0" IF A/C IS SUSPENDED CHORD WITH (4) 10d IN PRECAST MIN. 2x4 #2 SYP BLOCKING TO BE INSTALLED WITHIN PRECAST LINTEL PER PLAN 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL TYP. TRUSS TO FRAME ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C ° COMPANY (3) 10d NAILS TYPICAL LINTEL STD. CONNECTOR 4"MIN. FROM 4" 1-112" OF HEAD JOINT MASONRY WALL .-.. (HEADER. CAN BE :. TYPICAL FILLED CELL 12" O.C. 1 1 SEE PLAN EITHER UPSET OR /16" x 3 1/4" 13/16" 12jj" DOWNSET) FRAME OUT TO BLOCK 12" O.C. FACE OF CMU 2x8 W/ (2) 16d TOEEDGE 2x BLK'G. TO O.S.B. W/ `4 w/ 3000 psi CONC. w/(1) 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME NAILS EA. END 2x W/ (2)' 16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END EACH END �{.• ; ' {{ OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS - (2) #5's VERTICAL IN (FASTENING) ARE MET. MIN, (6)1/2" DIAMETER BLOCKING ATTACH TO LOCATION 7/16" OSB W/ (2) 8d NAILS3)16 (TYP.)ON END VIEW w/ CMU #5 REBAR VERT. (2) 2x PLATE GROUTED CMU. u� WINDOW OR DOOR INSTALLATION BY OTHERS 7/16" OSB EA. SIDE, W/ HEADER PLAN) GROUT FILLED CELL MIN. 2x4 SPF #2 KNEE ----� J -BOLTS USING 2"X2" SQ. WALL WITH STUDS @ I VERIFY w/ PLAN FOR SIDE & TOP NAILER 2x4 SPF CONT. 16" O.C. VV/ I (2) 2x #2 SYP SEE PLAN. 16" O.C. W/ STRUCTURALSTRUCTURAL FOR BEAM SIZE WASHERS & 5-112" MIN, SHEATHING ON BOTH I REQ'D LOCATIONS 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SIDES FROM TOP OF I SIDES FROM TOP OF NAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF EMBED. AT EA. 2x6 P.T. DOOR BEAM, ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER THIS SHEET ARCH PER ELEV , „ N/ 6d NAILS @ 16 0 C NAILING SCHEDULE I .. : • + � BUCK, EA. SIDE OF OPENING. ij . `: • ' • : ;{� :,' ENTIRE COLUMN TO o- � _.__ FIRST ANCHOR (BOTTOM & CMU WALL PER PLAN �'. BE GROUT FILLED~ TOP) 8" MAX ABOVE GARAGE 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 • , U.N.O. F.F. & 6" BELOW TOP OF THREADED ROD PER (, ` . ��� (1) #5 VERTICAL IN ',� BUCK. SPACE REMAINING (4) EQ. SPACED - TITEN HD ANCHORS w/ 11 "'.°I�!.: GROUT FILLED CELL (IF _._g w ANCHORS @ 24" O.C. MAX PLANS. MIN. 6" FROM MIN. 1 J" EMBEDMENT FOR HOLLOW r' REQ'D PER PLAN co 0 END OF BRG. WALL/ „ ' ) 45 DEG, BEVEL CUT 2x6 P.T. MASONRY WALL { BLOCK OR 3 1/2 EMBEDMENT FOR SOLID ,.. BLOCK. MAX. 6" FROM TOP AND BOTTOM > " SYP #2 BUCK END,1 112"Z OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" NOTE: SEE MD08 ON m o " o._ Co w ABOVE GARAGE F.F., EA. BASE PLATE LINTEL PLAN FOR a m ¢ SIDE OF OPENING FROM TOP AND BOTTOM AND 12" O.C. ADDIT'L REBAR INFO m ¢ CONNECTION PER BRG BETWEEN NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU PT BASE PLATE • '• . SECTION ATTACHMENT LOCATIONS PER GARAGE DOOR MFR.'S DO VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL ARCH WINDOW FRAMING DETAILS TRUSSES PER PLAN @ 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING -------- MIN 2x4 STUDS @ 16" 0/C 2x P.T. PLATE ------ _ 1/2" J -BOLT OR THREADED ROD W/ — SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT 3/4"=1'-0" 12 (TYP) SEE ELEV: !!!DOUBLE 2x TOP PLATE (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 rO SIDE& TOP NAILER OTHERWISE SP2 CLIPS 2x BUCKS, 1/7=11'4' (MAX. 170C) 1/2"=V-0" 3/4"=1'-0" IF A/C IS SUSPENDED CHORD WITH (4) 10d LINTEL (SEE PLAN) SEE TYPICAL HEADER SHEATHING PER PLAN 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL PRECAST LINTEL PER PLAN 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL TYP. TRUSS TO FRAME ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C CONNECTION PER COMPANY (3) 10d NAILS TYPICAL INFORMATION STD. CONNECTOR P.T. BUCKS PER MASONRY WALL .-.. (HEADER. CAN BE NOTES 12" O.C. 1 1 SEE PLAN EITHER UPSET OR /16" x 3 1/4" 13/16" 12jj" DOWNSET) FRAME OUT TO BLOCK 12" O.C. 2 2x8 W/ (2) 16d TOEEDGE 2x BLK'G. TO O.S.B. W/ AS REQ'D 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME NAILS EA. END 2x W/ (2)' 16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END EACH END OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS - 2x SPF CONT. HEADER PER (FASTENING) ARE MET. BLOCKING ATTACH TO LOCATION 7/16" OSB W/ (2) 8d NAILS3)16 (TYP.)ON END VIEW w/ CMU (2) 2x TOP PLATE (2) 2x PLATE GROUTED CMU. NAILS WINDOW OR DOOR INSTALLATION BY OTHERS 7/16" OSB EA. SIDE, W/ HEADER PLAN) MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE ----� .(SEE 6d NAILS @ 16" O.C.TO WALL WITH STUDS @ I WALL WITH STUDS @ SIDE & TOP NAILER 2x4 SPF CONT. 16" O.C. VV/ I (2) 2x #2 SYP SEE PLAN. 16" O.C. W/ STRUCTURALSTRUCTURAL FOR BEAM SIZE BLOCKING ATTACH TO SHEATHING ON BOTH I SHEATHING ON BOTH 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SIDES FROM TOP OF I SIDES FROM TOP OF NAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF 2x BUCK PER MD04 7/16" OSB EACH SIDE, 2x BLK'G. TO O.S.B. W/ BEAM, ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER THIS SHEET ARCH PER ELEV , „ N/ 6d NAILS @ 16 0 C NAILING SCHEDULE I NAILING SCHEDULE ARCH WINDOW FRAMING DETAILS TRUSSES PER PLAN @ 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING -------- MIN 2x4 STUDS @ 16" 0/C 2x P.T. PLATE ------ _ 1/2" J -BOLT OR THREADED ROD W/ — SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT 3/4"=1'-0" 12 (TYP) SEE ELEV: !!!DOUBLE 2x TOP PLATE (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 rO SIDE& TOP NAILER OTHERWISE SP2 CLIPS 2x BUCKS, AT TOP AND SPI CLIPS AT BASE ARE REQUIRED fiFd KNEEWALL AT DOWNSET BEAM SIZE 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 3/16" x 2 1/4" COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 3/4"=1'-0" 1 SEE r PLAN I PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE NOTES: SIZE TAPCONS SPA ING #ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 172" MIN. FROM EDGE 3/16" x 2 1/4" " OF BUCK. 1x8 3/16" x 2 1/4" 12" O.C. 2 EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER 2x4 3/16" x 3 1/4" 12" O.C. 1 1 /16" x 3 1/4" 13/16" 12jj" 2x8 x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: Z LOCATION PER PLAN 1, 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF O (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE H 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 172" MIN. FROM EDGE CL MASONRY WALL PER OF BUCK. X PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR U EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. W 3• ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS - (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID W GROUTED CMU. W6. WINDOW OR DOOR INSTALLATION BY OTHERS c� ,01111th®r Uj CD /--- SHEATHING PER PLAN STRUCTURAL � �° ; ®°o ®®°•• •®®°•®•® rxp .1``.� W oo TYP. TRUSS TO FRAME SHEATHING ®' •'�� ®• = Z CONNECTION PER TYP. TRUSS TO FRAME LLj S U STD. CONNECTOR. CONNECTION PER Z��• � � ®d � � NOTES STD. CONNECTOR *EDZE OUT TO BLOCK NOTES cd ��� ®••®® ®� °� e®��� Z O S REQ'D FRAME OUT TO BLOCK ®®®�'®0 °°�®�®®�®® J EDGE ®®®®�►� Il l a, era®�� 1/2" J -BOLT OR THREADED ROD W/ I (2) 2x TOP PLATE r SIMPSON SET -XP (2) 2x #2 SYP SEE PLAN --- (2) 2x #2 SYP SEE PLAN EPDXY @ 32" O.C. & 6" I FOR BEAM SIZE (ONLY d 0 FROM EA. END. FOR BEAM SIZE I IF OPENING PROVIDED ©of�bJ! ANCHORS SHALL HAVE I PER PLAN) ItT CMU & 2 X 2 X 1/ MIN. 7" EMBED. 1/8 MIN. 2x4 SPF #2 KNEE ^ y�� N I � v 3J o SQUARE WASHERS. WALL W/ STUDS @ 16" • O.C. W/ STRUCTURAL o 2x PT BOTTOM I SHEATHING FROM c O PLATE ) TOP OF WALL TO . 0 BOTTOM OF WALL. c� ATTACHED PER .. NAILING SCHEDULEHtiG PRECAST LINTEL OR OTHERWISE SP2 CLIPS �`�-- BUILDER FRAME KNOCK OUT COURSE AT TOP AND SP1 CLIPS �9 L RADIUS AS REQ'D AT BASE ARE REQ'D O Q MASONRY WALL Q _FO KNEEWALL AT UPSET BEAM AFO�\KNEEWALL OVER MASONRY WALL 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MIN I NAILS (2) BAYS PAST A/C A/C UNIT AND PAN 2x4 BLOCKING LOCATION. MIN (3) BAY 01 MIN. 24" BY SUPPLIER MIN. 24" BETWEEN TRUSSES LAP W/ (2) 16d NAILS MAX 48" MAX 48" TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. 1-1 STANDARD TRUSS — — — — — — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/4"=1'-0" VJ ROOF SHEATHING J z ATTACH PER NAILING SCHEDULE W �i � S STANDARD TRUSS W 0 < j TOP CHORD VARIES p., 0 Z g TRUSS WEBS NOT J J SHOWN FOR CLARITY --- PRE-ENG.TRUSS PER v PLAN, 24" O.G. MAX Z 2x4 #2 SYP CROSS 0 BRACING (AT 450) W/ ROOFING MATERIAL ` 1. j (3) 12d NAILS TO RAT PER ARCHS RUNS. TYP EACH SIDE W Z Z ------ SEE FRAMING PLAN � �J O CONDENSATE FOR CONNECTION W, DISPOSAL BY A/C INFO SUPPLIER SEE ELEVATION TOP OF MASONRY W CONNECTION TO BE LU SUPPLIED BY A/C =• SEE ARCH PLANS FOR COMPANY OVERHANGINFO"` (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM :q W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS Bol A/C IN TRUSSES GROUT SOLID o 1 It=1'-0'' 3/4"=1'-0" Q 0 F- 11 A 2x STUDS @ 16" O.C. FOR KNEEWALL PRE -MANUFACTURED FLUE PER MANUF. Q 1�— CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER O N LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN �' z � F TOP OF CHIMNEY MIN. &FRAME J p ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT � et WITHIN 10'-0" OF THE GALVANIZED FLASHING re (1) Q OCONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT, SHEATHING PRECAST CONC. (7R � W O � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL W W) 0 1 OD TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS 0 00 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS y DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C. LL ai 2X4 VERTICAL @ 24" 2X4 FRAMED CRICKET �� EXT FINISH PER PLAN E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d W/ GALVANIZED O J Z FLASHING (�� J W O NAILS TO BOTTOM W>. D 0 F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) 10d NAILS + 0 K TO TOP CHORD; NOTE .!�,. MAIN FLOOR O ~ a ~ O FRAMING DETAIL IF WALL HEIGHT IS 4 16d COMMONS ELEV 0'-0" \ BETWEEN 4FT & 8FT, L1. A DOUBLE TOP PLATE \ B USE 2x6 SYP #2 STUDS +++ NAILED @EACH END CONC. SLAB - ` VERT REINF. BEYOND SEE FOUNDATION 2x4 BLOCKING W/ 2 PLAN FOR MORE INFO — — - STRUCTURAL ENG: CFG / BAD OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING O III=III. I— DRAFTING: * 16d COMMONS END _ RAFTER + NAILED TO VERTICAL 2X4 BLOCKING W/ (2) + 2x4's FRAMING w/ 16d COMMONS END I I- - MASONRY WALL PER-STRUCT: MB / DJ OCOMMON TRUSS PER PLAN OR CONV,i I I- PLAN J STRUCTURAL SHEATHING PER PLAN AND ROOF E QC CHECK. CC NAILED TO VERTICAL FINISH PER ARCHSFIN 2x4's + t SEE FOUNDATION JOB No. TM - 2171665 DETAILS FOR FTG INFO G + + SCALE: AS INDICATED CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER TRUSS PER PLAN DATE: 09/26/2017 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 16�moi CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE "- 11p 2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4 -1 0 COPYRIGHT MCD 2014; The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.. F01 DORMER FRAMING DETAIL 3/4"=1'-0" SIMPSON H . . . DIAGONAL TO BEAM CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D MAINTAIN 3-1/4" CLEAR SIMPSON A23 @ EACH A35 DIAGONAL TO UP TO 4'-8" BETWEEN INSIDE FACE BRACE TO PLATE TRUSS BOT. CHORD 7'-0" < H` 9'-4" OF CMU TO 1/2" J -BOLTS w/ STRONGBACK W/ (1) 2x4 BRACE WHERE O.H. IS > 1DROP CENTERLINE OF J -BOLT WASHERS (MIN. 7" SIMPSON HGA10 @ 48" SIMPSON HGA10 48" @ PT 2x8 PLT., CANT. FOR EMBED) MIN. 6" FROM EACH END AND 32" O.C. 'GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT, O.H. 2x4 BLOCKS, (2) 16d — O.C. O.C. NOTE: ALL GABLE 2x4BLOCKS, (2)16d NAILS @ EA. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. PROVIDE 16d NAILSX zo BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ SHEATHING NOT REQ'D TO BE CONT. @ THE SHEATHING NOT REQ'D TO BE CONT. @ THE SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. EA.DIAG. A5 SHOWN. FASTEN ROOF TRANSITION FROM TRANSITION FROM O FRAMING FOR FALSE L L 0 SHEATHING TO BEAM TO GABLE WALL TO GABLE OOH ATTACH JAMB STUDS X X BRACE BLOCKS w/8d. NAILS TRUSS TRUSS@ 2x4 STUDS @ 24" O.C, w/ \. #5 CONT. 6" O.C. PLATE w/ PLYWOOD FALSE BM PER PLAN 0 CONT. 2x4 SHEATHING COVERING IF REQ'D DOUBLE 2x TOP PLATE CMU �.,� \ CLEAR SPAN CONNECTION 2x4 DIAGONAL BRACE TO DETAIL GE02THIS PAGE FOR GABLE BRACING' @ 48" O.C. TO 3RD FASTEN SIDE WALL tV \ BAY REQ'D w/ TRUSS PER PLAN BEAM PER PLAN SHEATHING PER PLAN. WITH H2.5 CLIP. ~ GBACK, SEE LiI (5) 16d NAILS BRACE INTO BLOCKING, (2) \ \ CHART 0 EXT. SHEATHING; TO BLOCKING\ \ GABLE BRACING (+) 3/16" x 2 3/4" TAPCONS SIMPSON H10A ATTACH PER PLAN C~.) .J w © SEE CHART ..�..�,. DIAGONAL PLATE TO TOP IN CMU. OR SIMPSON PROVIDE 2x4 BRACE _ i•' 0 0 TO EA. ADJ. DIAL. 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. P.T BASE PLATE --j O Q H FASTEN TO DIAG. w/(2) = H STRONGBACK IF REQ'D BEAM CONNECTION FRAME WALL CONNECTION 2x4 16d NAILS. I(5) PER CHART GABLE BRACING @ 48" 16d NAILS BRACE - TO BLOCKING R 24" O.C. O.C. NOT IREG'D 6' A A PROVIDE 2x4 BRACE — FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG,w/(2) THING FASTEN 450 PER PLAN. 16d NAILS. CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D MAINTAIN 3-1/4" CLEAR SIMPSON A23 @ EACH A35 DIAGONAL TO UP TO 4'-8" BETWEEN INSIDE FACE BRACE TO PLATE TRUSS BOT. CHORD 7'-0" < H` 9'-4" OF CMU TO 1/2" J -BOLTS w/ STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!!E18'-8" CENTERLINE OF J -BOLT WASHERS (MIN. 7" 2x6 RAFTER TO 2x8 PT 2x8 PLT., CANT. FOR EMBED) MIN. 6" FROM EACH END AND 32" O.C. 2x4 SYP #2 BRACING @ 24" O.C. FOR FALSE BM w CTG. NAILING SURFACE MAX. ATTACHMENT w/ (3) 10d 1.11 U,z (AS SHOWN) 1 TOENAILS EA. END 24's @ 24" O.C. MAX. PROVIDE 16d NAILSX zo PLATE 2x6 (MIN.) PLATE THRU GABLE END TRUSS TO c 2x TOP PLATE TO z PLT.@12" O.C. MAX. _ GABLE END 1N/ 16d ------ CHORD OF EACH NAILS @ 6" O.C. O FRAMING FOR FALSE L L 0 CMU WALL OR LINTE BELOW .. HGA10KT @ 32" OC BEAM, IF REQ'D w/ (3) 10d NAILS @ EA. TRUSS OOH ATTACH JAMB STUDS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C, w/ #5 CONT. SINGLE BASE & TOP 01 PLATE w/ PLYWOOD FALSE BM PER PLAN 0 1 SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02THIS PAGE FOR GABLE BRACING' EO GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES d h RAKED DOUBLE TOP — PLATE CEILING NAILER AS ' 1 REQ D 2x8 #2 SPF STUDS @ --- 16 O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN — GABLE END @ VAULTED CEILING V-9" MAX. GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H67'-0" (1) 2x4 BRACE 7'-0" < H` 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!!E18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" .----- PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1' �— (2)16d NAILS PLT. TO NAILS, TOENAILED 10d COMMON NAILS @ 8" Q.C. f RING PER PLAN E O.M. IS > V-0", LU I HEADER SCHEDULE 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) NAILS INTO BLOCKING, 10d COMMON NAILS @ ( U.N.O. ON PLANS EACH END (TYP.) 2x6 RAFTER TO 2x8 W 0 RIDGE BOARD W/ A35 D_ ON (1) SIDE OF (4) 8d NAILS TO TOP RAFTER & A35 ON ADJ END GABLE w/ RAFTER TO OPP SIDE (AS SHOWN) 24's @ 24" O.C. MAX. FASTEN SYP OR SPF PLATE 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN )OKERS @ 24" z SDS SCREWS TO TOP - — — — — — — ------ CHORD OF EACH } U 0 RUN BACK TO 0 OOH ATTACH JAMB STUDS Y )MMON TRUSS TRUSS PER PLAN PER WF08/SD4 i4Fj�7Ol to 0 1 ,3) 12d TOENAILS. G I 000 0 ECT TO DROP tV TRUSS PER PLAN DTC CLIP, (2) 8d NAILS WITH H2.5 CLIP. LiI INTO BLOCKING, (2) 1 0 '-0" O.H. W 3/16" x 2 3/4" TAPCONS C~.) .J w © U6 ..�..�,. ILLI IN CMU. OR SIMPSON W i•' 0 0 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. P.T BASE PLATE --j O Q H = H @ 24" O.C. W/ (2) 12d L 2x4 END NAILS @ EACH A R 24" O.C. : END THING FASTEN LAN LU E AS REQ'D n� "cam .---- SIMPSON H10A DIAG. TO BLOCKING � W M �rbdaeN�Ytl �Y� a V— W W CO o®e000000eo®®®®® Z ---- PROVIDE 2x BLOCKING � 'o = GABLE BRACING @ 48 � ®� � ® O � � J O.C. MAX. 450 FROM FOR NAILING ° _ HORIZONTAL 100) W co �: W Q BRACE NOT REQUIRED ®: , ° ®° O Q 6' FROM EAVES. °• TRUSS PER PLAN •° �� O SEE PLAN FOR o®®®eeeoeo®°°° �(j� ®®� ISL SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES c,^I � l BETWEEN TRUSS BAYS a� \./ O @ 48" O.C. FOR FIRST 3 0 BAYS SEE GABLE WALL PER PLAN wo CONNECTION DETAILo O s ,�l Cf)FOR REQ'D (FRAME WALL SHOWN; CONNECTIONS MAY ALSO BE U ��0 0 MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** ° Z U C O Z O � Q g � m a rGE_0' GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE U) SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. a (D STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHINGOUTLOOKER OR — U) $'- 15 (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; CONY. FRAME OR LU SHEATHING VALLEY TRUSSES PER 0Li1i+3 S TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN 6j 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE NOTES W Q 1 END NAILS @ EA. 2x4 #2 SYP P.T. FOR ADDT'L INFO. z OUTLOOKER BLOCKING 24" O.C. (2) 16d TOE NAILS NAILS INTO TOP PLATE @ I SIMPSON LSTA12 OR � � J SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER I SP4 CONNECTORS @ GABLE TRUSS ....� 0 HOLD WALL 3-1/2" @EACH END 24"o.c. IF HEADER WITH 0 v DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE I UPLIFT SPAN 4'-6" OR z • OUTLOOKER TRUSS PER PLAN ( MORE. EXT. SHEATHING; Q HEADER PER PLAN IF NAILS @ EACH WEB I U REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. ATTACH PER NAILING ATTACH PER PLAN SCHED. < (1) KING STUD w/ SIMP . TRUSS PER PLAN 2x DOWNFRAME TO 2 16d NAILS TO EA. o W y, LSTA18 HEADER TO a FROM TOP OF WALL I I DOOR AS REQ'D COMMON TRUSS J Z Z O STUDS TYP. BASE w TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT I ~ Ljj SHEATHING PER PLAN ,. 16" O.C. I SIMPSON META16 @ W V 1/2" x 8" J -BOLT @ 32" .'� DTC CLIP, (2) 8d NAILS I I 32" O.C. GABLE TRUSS W MASONRY WALL OR - �`'�� 2x8 #2 SYP PT. BASE 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF O.C. AND 6" FROM EA. INTO BLOCKING, (2) I _ MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2" x 8" I EA. SIDE OF HEADER WOOD WALL TRUSS. END w/ NUT & WASHER 3/16" x 2 3/4" TAPCONS I W (n LINTEL SEE PLAN p° ANCHOR BOLT OR ----- -- MSTAM-24 TYP. EA. IN CMU. OR SIMPSON I (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 � PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) CENTERED BETWEEN 6" FROM EACH END I STUDS) w/ MIN T' 32" O.C. MASONRY WALL I _ EMBED. INTO SLAB SHOWN, SEE PLAN p WALSPLICEDEA� STD CONDITION @ CMU VAULTED CONDITION @ CMU I ONLY REQ'D @BRG FOR WOOD OR FOR REQ'D FLASHING WALL W/UPLIFT -- 3/4"=1'-0" I HEADER SCHEDULE 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) NAILS INTO BLOCKING, 10d COMMON NAILS @ ( U.N.O. ON PLANS EACH END (TYP.) 2x6 RAFTER TO 2x8 W 0 RIDGE BOARD W/ A35 D_ ON (1) SIDE OF (4) 8d NAILS TO TOP RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 24's @ 24" O.C. MAX. FASTEN SYP OR SPF PLATE 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP - — — — — — — ------ CHORD OF EACH TRUSS BELOW -----.-- FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG 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 proper MASONRY .q 4i�0GABLE END AT VALLEY FRAMING IQ 3/4"=1'-0" Z 11 � -- HEADER STUDS PER 0 0 SIMPSON DTC, (2) 8d I HEADER SCHEDULE NAILS INTO BLOCKING, ( U.N.O. ON PLANS Z (4) 8d NAILS TO TOP PLATE } U LLJ OOH ATTACH JAMB STUDS Y TRUSS PER PLAN PER WF08/SD4 i4Fj�7Ol to 0 1 TRUSS PER PLAN G I 000 0 tV TRUSS PER PLAN DTC CLIP, (2) 8d NAILS LiI INTO BLOCKING, (2) 1 0 J Z 3/16" x 2 3/4" TAPCONS C~.) .J w © U6 ..�..�,. IN CMU. OR SIMPSON W i•' 0 0 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. P.T BASE PLATE --j O Q H = H @ 24" O.C. W/ (2) 12d L END NAILS @ EACH A Li.. END. WALL SHEATHING PER LAY 2x4 BLOCKING !' OVER THE TOP OF THE -" - _— PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. is I STRUCTURAL ENG: CFG DRAFTING: STRUCT: MB / DJC — STD CONDITION @FRAME WALL BEARING CONDITION @ CMU WALL QC CHECK: CC JOB No. TM -2171665 SCALE: AS INDICATED DATE: 09/26/2017 FO NON-BEARING WALL CLIP DETAIL AFO TYPICAL HEADER DETAIL NOT USED 3/4"=1'-0" 1/2"=1'-0" SD3 ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expres Sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & AS SOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN WALL OR PRE -2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BEAT LEAST 8-0 MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4"UTA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 1) Ml LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT 2 1/2" EDGE OUTSIDE (2) 2x4's INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 1.0d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2NAILING x6 - * ATTACH 2x4 STUDS TO REQUIREMENTS THIS p DETAIL FOR ALL TOP 10d x 3 COMMON Z + (2) 10d NAILS @ 3 O.C. TOP PLATE W/ (3) 12d w PLATE SPLICE WITHIN 48 OF SPLICEp TOE -NAILS TYPICAL AT 7 EDGE DISTANCE PER VEVIL 0 + THEN 2 ROWS 10d LOCATIONS) O ALL LOCATION o 12 ws U)2 2 1/2" z NAIL BOTTOM PLATE SIDE IIJ II II II TO LEDGER w z U EXT. BEAM PER PLAN III • NAILS @ 8" O.C. • OTHERWISE 2x4 WALL BEYOND------� A8"tij7N z N# 2x FRAME WALL PER p 11 1/2" w 0 o w Q PLAN 2 1/4" (9 U IlL®1I®_ll�®IL SEE ELEV. FOR iv SEE ELEV, FOR O Q O.H. SIZE . AGAINST 2x8 STUDS .= NAILS EACH END SHEATHING SPLICE DETAIL - N2 U_0 @ FRAME WALL ' • Q FLOOR SYSTEM U 2x4 #2 SPF TO EACH PLY OF BUILT O z 3/4"=144" I I • QB,, ATTACHED PER NN I I a OPENING SIZE I I SIMPSON H3 CLIP U) SHEATHING DIAGRAM D01 TYPICAL SHED ROOF DETAIL z SEE FOUNDATION • ' tiiiN (WF08/SD3) PLAN FOR ADDITIONAL U_ S N SIDE VIEW @ BASE OF POST 10d x 3" COMMON DO CORNER COLUMN FRAMING 00 • TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ • • OVERLAP TOP PLATE P (0 AT CORNER 10d x 3" COMMON OPP. ATTACH 2x4 STUDS TO 7 EDGE DISTANCE PER VEVIL 0 3/4"=1'-0" 1-1/2"=V_011 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3!8' NOTE: SOFFIT FRAMING & LEDGER NOT Ll- O AND AT FLOOR TRUSS TOP &BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY — — —'7 — — — — — =711 — 0 O (1) ROW OF 8d COMMON NAILS @ 3" O.C.'A'= SOFFIT MANUFACTURER'S SPECIFICATIONS. - — — — — n_ — � — — T -- I� w z J ¢ NAIL SPACING 0�" S�, OV SC, ROOF SHEATHING, 1 11 11 w ¢ O NAILS @ TOPPLATEUSING (2) ROWS OF 8d COMMON 1 k<��<,qA TO �'k��'Q��eTO FASTEN PER PLAN II I I I I II II a s O w NAIL OPENING PERIMETER w/ 2 ROWS OF 8d 1/2 A 1/2" Ty '�(� GT Rv G T ROOF SHEATHING N T aCOzx Q (>, — OP S'S FASTEN PER PLAN NLS SSCc U_ 0 COMMON NAILS @ 3" O.C. — QyQy2x4 FRAMING @ 24" WALL SHEATHING O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAILSPLICE, SEE SPLICE „ EDGES 6 O.C. U.N.O.ON PLANS A1/2"" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8"OPENING III II II II SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" i-- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 4 PANELS = cn COMMON NAILS @ 3 O.C. "" NAILS AT JOINT � @ 4 O.C. PROVIDE (4)10d x33 I I � PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSESNAILS AT JOINT TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN2x SCAB w/ 1 Od N AROUND 2x STUDS BEYOND, w O TOP & BOTTOM @ 4" O.C. Ili III I ( I ( I I SHEATHING SPLICE, III OPENING III I I I I I I SEE PLAN FOR MORE ca w � 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO i-- Z r- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA TOP SPLICE @ DOUBLE 2X4 TOP T1^ --7i— FIII II II I 12 ws U)2 (2) 8d TOENAILS NAIL BOTTOM PLATE SIDE IIJ II II II TO LEDGER Cn- z U EXT. BEAM PER PLAN III I I I II I z U 2x FRAME WALL PER p 0 o O C PLAN ImJL..__.IL� IlL®1I®_ll�®IL SEE ELEV. FOR Uj SEE ELEV, FOR O Q O.H. SIZE TO GABLE END STUDS O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL PLATE N2 U_0 @ FRAME WALL ' • ATTACH 2x8 STUDS TO FLOOR SYSTEM U 2x4 #2 SPF TO EACH PLY OF BUILT O z 3/4"=144" I I a FRAMING PLAN FOR I I a OPENING SIZE I I SIMPSON H3 CLIP .0 SHEATHING DIAGRAM D01 TYPICAL SHED ROOF DETAIL z SEE FOUNDATION Jon contained in this document is copyrighted and PLAN FOR ADDITIONAL U_ S 3/4"=11_01' SIDE VIEW @ BASE OF POST DO CORNER COLUMN FRAMING • TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ U P (0 ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILS CL bo 00 1 00 TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT 00 10d x 3" COMMON ALL LOCATION TOP SPLICE DPP. SIDE' BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE (2) 2x4'5(2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8„ O/C (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8” O/C. OUTSIDE 2x's FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=V_011 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3!8' NOTE: SOFFIT FRAMING & LEDGER NOT Ll- O AND AT FLOOR TRUSS TOP &BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY — — —'7 — — — — — =711 — 0 O (1) ROW OF 8d COMMON NAILS @ 3" O.C.'A'= SOFFIT MANUFACTURER'S SPECIFICATIONS. - — — — — n_ — � — — T -- I� w z J ¢ NAIL SPACING 0�" S�, OV SC, ROOF SHEATHING, 1 11 11 w ¢ O NAILS @ TOPPLATEUSING (2) ROWS OF 8d COMMON 1 k<��<,qA TO �'k��'Q��eTO FASTEN PER PLAN II I I I I II II a s O w NAIL OPENING PERIMETER w/ 2 ROWS OF 8d 1/2 A 1/2" Ty '�(� GT Rv G T ROOF SHEATHING N T aCOzx Q (>, — OP S'S FASTEN PER PLAN NLS SSCc U_ 0 COMMON NAILS @ 3" O.C. — QyQy2x4 FRAMING @ 24" WALL SHEATHING O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAILSPLICE, SEE SPLICE „ EDGES 6 O.C. U.N.O.ON PLANS A1/2"" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8"OPENING III II II II SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" i-- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 4 PANELS = cn COMMON NAILS @ 3 O.C. "" NAILS AT JOINT � @ 4 O.C. PROVIDE (4)10d x33 I I � PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSESNAILS AT JOINT TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN2x SCAB w/ 1 Od N AROUND 2x STUDS BEYOND, w O TOP & BOTTOM @ 4" O.C. Ili III I ( I ( I I SHEATHING SPLICE, III OPENING III I I I I I I SEE PLAN FOR MORE ca w � 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO i-- Z r- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA BLOCKING r— GYPSUM WALLBOARD IIIT T1^ --7i— FIII II II I 12 ws U)2 (2) 8d TOENAILS III I I I II L IIJ II II II TO LEDGER Cn- >O EXT. BEAM PER PLAN III I I I II I II I II II II 2x FRAME WALL PER p 0 o O C PLAN ImJL..__.IL� IlL®1I®_ll�®IL SEE ELEV. FOR U_ CLL. SEE ELEV, FOR FLATWISE (2) 16d O.H. SIZE TO GABLE END STUDS O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CD N2 U_0 @ FRAME WALL SIMPSON LSTA30 W/ — — FLOOR SYSTEM U 2x4 #2 SPF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS " L 3/4"=144" CUT TO FIT 1 2x BOTTOM PLATE FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST OPENING SIZE 01 BEYOND SEE PLAN SIMPSON H3 CLIP .0 SHEATHING DIAGRAM D01 TYPICAL SHED ROOF DETAIL fiF1'EXTERIOR SHEATHING SCHEDULE SEE FOUNDATION Jon contained in this document is copyrighted and PLAN FOR ADDITIONAL U_ S 3/4"=11_01' SIDE VIEW @ BASE OF POST BLOCKING r— GYPSUM WALLBOARD (2) $d TOE NAILS TO 1/4" x 2 3/4" TAPCONS AT 2x4 #2 SPF 12 CMU WALL PER PLAN LEDGER TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP SIMPSON H3 CLIP PER PLAN TO LEDGER MORE INFO & 2x4 PT LEDGER W/ EXT. BEAM PER PLAN 2x4 LEDGER W/ (2) 16d NAILING PER 1/4 x4�TAPCONS @ 12„ 2x FRAME WALL PER NAILS @ 16” O.C. SCHEDULE O C PLAN ++ 2x4 BLOCKING PLACED SEE ELEV. FOR 12d NAILS @ EACH END SEE ELEV, FOR FLATWISE (2) 16d O.H. SIZE TO GABLE END STUDS O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL SIMPSON LSTA30 W/ NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING 'IS TO BE @ 24" O.C. w/ EXT. 2x4 #2 SPF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS (22) 10d NAILS (ALL z 3/4"=144" SHEATHING PER BLOCKING @ 24" O.C. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 1/4" x 2 3/4" TAPCONS AT 2x4 #2 SPF 12 PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SIMPSON H3 CLIP DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ++ NAILS PER PLY @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8'5 TO GABLE END STUDS EXT. BEAM PER PLAN TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL POST TO BEAM PRE -ENGINEER SIMPSON LSTA30 W/ 2x12 w/ 1 Od 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 NAILING SCHEDULE & w/ (2) 16d END NAILS W LEDGER @ LOW ROOF 10dx3" 10d x 3" OPP. SIDE kNCE PER 0 %%%11111#1111 4, W M �a- 4 yL®®®®.••®®®�®®® A®i,�� L CO a O 00- v, = ROOF SHEATHING : J Q V FASTEN PER PLAN cl)o; >, u.i 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS o MEMBER, TYP. (MAX. • 24" O.C.), IF MASONRY, �f USE (2) 1/4" TAPCONS Q ',:•' D1y N w/ MIN. 2" EMBED. @ 24" O.C. .- 0 -- TRUSS PER PLAN OU o 0 • O �— WOOD/MASONRY Z 9 WALL OR TRUSS, SEE 0 PLAN (TRUSS SHOWN) z Q � � m V, Z aC o rx —� U) SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDERSIDE OF Z • SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & +; ROOF SHEATHING Q CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ % x CONNECTION + + 1 1 �( i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL Uj 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL a W 7 ~ PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN L Z SEE FLOOR PLAN FOR i i TRUSS FOR MORE INFO aF 2x8 #2 SPF VERTICAL W 0 SPACING. MIN (2) 2x LINTELS LINTELS UNDER GIRDER TRUSS MORE BRG. WALL INFO i 2x8 #2 SPF VERTICAL @ 24" O.C. W/ EXT. LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL PER PLAN SHEATHING PER ~ U.N.O. @ 24 O.C. w/ EXT. r n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ' ` SHEATHING PER NAILING SCHEDULE & W <.J 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & " (4) 12d NAILS EACH 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r. (4) 12d NAILS EACH TRUSS MEMBER (TOP _ "MONO SIMPSON LSTA24 EACH (2) SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS U) STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W1(2) 2x6 IN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 W/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET 5GD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET 5GD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY y U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER +4 �../ 1/4" x 2 3/4" TAPCONS AT CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 12 12" O.C. BEAM INTO LONG SPAN AS INDICATED ON BEAM SIMPSON H3 CLIP SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND (4) 10d NAILS FOR TO STUDS OR BEAM w/ NAIL AS SHOWN (5) 1 Od (2) 1/4" X 4'/"SIMPS. NAILS PER PLY MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS EXT. BEAM PER PLAN HTS20 CLIP FROM w/ (2) 1/4" X 3'/" SIMPS; POST TO BEAM PLAN VIEW @ TOP OF POST FASCIA PER PT POST PER PLAN ABU POST BASE PER TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PLAN x 2 3/4" TAPCONS @12" 73". O.C. 5/8" THREADED ROD w/ SIMPSON H3 CLIP .0 NUT SET IN ADHESIVE D01 TYPICAL SHED ROOF DETAIL ° SEE FOUNDATION Jon contained in this document is copyrighted and PLAN FOR ADDITIONAL U_ S INFO SIDE VIEW @ BASE OF POST DO CORNER COLUMN FRAMING 3/4"= 1 f-01. COPYRIGHT MCD 2014: The informa EXTERIOR WALL/TRUSS ING FRAME WALL 3/4"=11-011 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4"/2" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/2" SIMPS, SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/2"= 1'-0„ 1/2"=V-0" O HEADER @ POCKET SLIDER r r- /PSo NOT USED rty 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. cy 0 a 9� 0 "`� h•M z J U% Q W 0 , 0O00 LO IM F- 0WZ IU -QO a 13 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. TM - 2171665 SCALE: AS INDICATED DATE: 09/26/2017 SD4 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER. -7 (4) 10d NAILS FOR TO STUDS OR BEAM w/ CONY. FRAMED (2) 1/4" X 4'/"SIMPS. SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS; 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL 1/2"= 1 1-011 Jon contained in this document is copyrighted and is the exclusive prope 1/2"= 1'-0„ 1/2"=V-0" O HEADER @ POCKET SLIDER r r- /PSo NOT USED rty 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. cy 0 a 9� 0 "`� h•M z J U% Q W 0 , 0O00 LO IM F- 0WZ IU -QO a 13 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. TM - 2171665 SCALE: AS INDICATED DATE: 09/26/2017 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 SEE ARCHITECTURAL - PLAN FOR OVERHANG INFO WINDOW AS ---'' SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N,O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN - �`--- DBL. TOP PLATE �--- HDR. PER PLAN 2x STUDS, SEE NOTE: STRAPS CALLED OUT WAN 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 FRAMING PLAN FOR TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE SPACING AND GRADE NO MOISTURE FRAMING PLAN FOR AND SEE ARCH PLAN x1-1/2" @ 24" O.C. (USE TO VERIFY SIZE �-- INT, FINISH PER PLAN OR SIM) IS PROVIDED 2x BOTTOM PLATE w/ 12d AT 12" O.C. ROOF TRUSSES AT 24" (2) PLAN FOR SIZE AND 3/4" FLOOR SHEATHING SIZE PLAN FOR SIZE AND FRAMING PLAN FOR ATTACHED PER FRAME CONNECTION. NAILING SCHEDULE FLOOR PLAN FOR MIN. FLOOR TRUSSES SEE HEADER SIZE & REQ'D PLAN FOR DEPTH AND JAMB STUDS DIRECTION NOTE: STRAPS CALLED OUT WAN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT, FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TkUSS - SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE DOUBLET 2x TOP PLATE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR x1-1/2" @ 24" O.C. (USE BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL OL PER PLAN FOR SIZE AND O.C. SIZE PLAN FOR SIZE AND FRAMING PLAN FOR REQ'D # OF STUDS FRAME CONNECTION. REQ'D #'IGF STUDS FLOOR PLAN FOR MIN. NOTE: STRAPS CALLED OUT WAN 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 SOLID SHEATHING @ CONNECTIONS SIMPSON MSTAM36 HEADER DOUBLET 2x TOP PLATE SIMPSON SP4 w/ (6) 10d F�'<<S DOUBLE 2x TOP PLATE x1-1/2" @ 24" O.C. (USE SOLID SHEATHING @ yFFT SP6 @ 2x6 STUDS & TYPICAL TRUSS TO STRAP W/ (10) 1 O TO 17— 2x BOTTOM PLATE CL 2x BOTTOM PLATE IX HEADER () FRAME CONNECTION. STUDS & (8) 1/4" X FLOOR PLAN FOR MIN. 3/4" FLOOR SHEATHING HEADER SIZE & REQ'D 3/4" FLOOR SHEATHING JAMB STUDS SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER SyFFr x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE, NAILINGSCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS, BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN.U.N.O, ON PLAN OVER TOP PLATE MIN. INFO, FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN, HEADER SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR\ ~ EXTERIOR SHEATHING HEADER SIZE & REQ'D 'KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE B TO BOT, RIBBON, NAIL EXTERIOR SHEATHING FROM TOP OF WALL UNDER COLUMN U.N.O. ;; \ FLOOR TRUSS PER PLAN i STUDS ABOVE PLATE U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d F�'<<S x1-1/2" @ 24" O.C. (USE z yFFT SP6 @ 2x6 STUDS & 0 SP8 @ 2x8 STUDS) 17— CL (2) 2x SPF TOP PLATE IX U.N.O. ON PLAN () HEADER-SEE2ND FLOOR PLAN FOR MIN. W w HEADER SIZE & REQ'D JAMB STUDS BAND JOIST& BLKG BLOCKING BELOW +` SEE DETAIL WS11 FOR IF HEADER IS UPSET `m FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL .�' OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS BEAM; SEE PLAN U FLOOR TRUSS MASONRY WALL SEE STUD PACK w! 10d TOENAILS. EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE fi—s—_4TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS t BARRIER (FELT PAPER LESS THAN 4FT:(1) 2x Uj „ „ TOE NAILS EA, END TOENAILS. OPENING 3/4 =1 -0 3/4 =1-0 M OR SIM IS PROVIDED SILL PLATE w/ 2 1Od a� tatrY�yy OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O ,�,� pry p_ �' WIDTH 4'-0").USE A35 2x SILL PLATE w/ A35 TOENAILS, OPENING �" 6/ ``i O REFER TO PLAN FOR (2) 2x SILL AT WINDOW °®w®i�, w 0° 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) o• o �1 w/2x CRIPPLE STUDS � •° °• � d Z. BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C, 2x SILL PLATE w/ A35 �' '• ®t� i. = _ @ AT EA. END NAILED TO . :'�ti 2 INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 1Od TOENAILS STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x •� cv Q CU BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16" O.C.= ® —� A A NAILS @ 8" O.C. THEN — � • ® W < PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS .0 ci SEE FLOOR FRAMING 7 10d NAILS & 4 1/4 T&B STUDS @ 16 O.C. (PLYWOOD _ Z COLUMNS PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10d SHEATHING REQ'D •®y• :�• ® o � p MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA, END T&B ®®'••..00•••'• �5 X PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G ) Q�®� m U - SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 /®/ 1611�l `®�®® 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6 O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR a ROD WITHIN 6" FROM STRAPS CENTERED @ffl STRAP w/(20) 16d OPENINGS GREATER FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS COL; SEE BRG WALL/ CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. NAILS SIMPSON LSTA18 THAN 6' taw O 2 M T 8 2 -STORY WALL SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN INFO. FLOOR W/ 14 10d LINTEL COURSE OR `� SIMPSON LSTA30 w/ a REFER TO FLOOR TRUSS TO -� ( ) INTO FILLED CELL USE \ `y RIBBONS, CONT. O N 2x TOP &BOT. 11 10d TO STUDS NAILS ( ) MASONRY WALL 1/4 X 13/4" TITENS) ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR r FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF O Z INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE U c O MASONRY ATTACHED SEE FRAMING PLAN PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR o SCHEDULE PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN CONNECTION IF FLOOR SYS. NOT PRESENT PER FLOOR sC E 1/$" GAP BETWEEN FOR FLOOR H : »• 5� as STANDARD CORNER A -A ti SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION `� �� U MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED Z SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS .7. � �— FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 6016d SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ �, SINKERS AND (14) /4 X2 /4 TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALL S0 TYPICAL TWO STORY COL. @ GIRDER fiSO 2nd FLOOR CORNER FRAMING ATTACHMENT fisokHEADER CONNECTION @ 2nd FLOOR WD, HD. HT, BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOORSHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF1O/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE POWERS STEEL SILL 2x STUDS , SEE 2x STUDS SEE UNDER WINDOWS AND 2x STUDS SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK TYP. @ALL WINDOWS FRAMING PLAN FOR SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN @ 48 O.C. W/ (2) 12d SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE- PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2 BOTTOM PLATE W/ EXT FINISH PER PLAN AGAINST TRUSS SHEATHING/ DRYWALL x VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN PRE -ENG FLOOR 2x4 T VERT REINF. BEYOND 2x4) TO TRUSS w/ (4)IN • END TRUSS OR FIELD ) 0 TRUSS w/ 4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM MASONRY WALL PER ��,a ` WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF BRG DIRECTLY ON SYS. 42 FLOOR O.C. W/ (2) 16d NAILS CMU PLAN Gm BRG DIRECTLY ON SYS. CONC. SLAB - TRUSSES 24" O.C. EACH END SEE CMU SEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ ..��. PLAN FOR MORE INFO FOR HANGER SCHEDULE FOR FIN. FLR. 1/2 GYP. CLG BD OR •' � '� 1/2" GYP. CLG BD OR • � (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL I:�. (1) 5/8" TYPE "X" WHEN CONNECTION (1) 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 00 3" O.C. WALL MASONRY SIMPSON META16 AT CANTILEVER GRADE MASONRY WALL PER MASONRY WALL PER SHEATHING TO �.. MASONRY. SIMPSON PLAN BOTTOM PLATE PLAN � ' •� • • MAX. 1/8" GAP MTS 12 OR (2) H2.5A AT SEE FOUNDATION NOTE: ALL FLOOR MAX, 1/8" GAP NOTE: ALL FLOOR T. BETWEEN SHEATHING FRAME NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T.IF TRUSSES TO BE P.T. IF BETWEEN SHEATHING &CMU NO MOISTURE &CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER OR SIM) IS PROVIDED OR SIM IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN KNEEWALL TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONfis_i�TWO STORY PERP. FLOOR CONNECTION A 1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0,. 3/4"=1'-0 3/4"=1'-0" 3/4"=1'-0" 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 v CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED g a a w IL a w SLOPE I \ SEE PLAN SEE WS10/SD5 FOR ADDITIONAL INFO ---------/// 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS EQUALLY SPACED VERTICALLY @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) -- 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 r------ SEE ARCH DWGS FOR TOPPING INFO HANDRAIL BY OTHERS 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM, END CONDITION i- LINTEL PER PLAN 3/4"=1'-0" FLOOR GRIDER OR �4�9 BEAM O HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" V! J z Uj 06 w (D` �'e � v Uj z C) ~ O LU LU F- W aT ° Z 00 11 9 _j S Z z C CO Q W �° 0 1 0000 N 0 J Z I-- W �.... n Q0= 0 ~ H CL STRUCTURAL ENG: CFG / BAD DRAFTING: T-STRUCT .., -MB / DJ -- ---- QC CHECK: CC JOB No. TM - 2171665 SCALE: AS INDICATED DATE: 09/26/2017 SECTION AT BALCONY NOT USED 3/4"=1'-0" U r of he a documents without t e ex expressed, written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC is strict) prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &.DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, ortransfer t s e sh p t y p 2x BMG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAYBE O.C. MAX (U.N.O.) USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALT ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 1 Od SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" 0 C NAILS AND (5) 1/4": TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER - HANGER BY OTHERS 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN TO BOTTOM OF SILL 2x BLOCKING W/ (2) 12dNAILING SCHEDULE MASONRY WALL AND PLATE ATTACH PER 3/4" FLOOR SHEATHING TOENAILS EACH END TRUSS PER FRAME WALL NAILING SCHEDULE ATTACHED PERFLOOR (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SILL (SIMPSON H2.5 EA. NAILING SCHEDULE 2x4 #2 SYP BLOCKING w/ SIMPSON PLATE w/ 1/2" EPDXY TRUSS BLOCKING w/ SIMPSON BL HUC24-2 EACH END, ANCHOR BOLT OR IPRE-ENGINEERED HUC24-2 EACH END USE (4) 1 O & (2) 1 Od J -BOLT W/ MIN. 7" TRUSS PER PLAN USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN EMBED. @ 32" O.C. & 3" SEE PIAN NAILS. UNDER WINDOW JAMBS ONLY -�-- FROM EA.END SDS WOOD SCREWS @ WINDOW JAMBS USE I 16" O.C. MAX. & 3" (2) 2x6 w/ HUC26-2.Y' LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH \ RECESS LEDGER INTO O.C. TRUSS PLAN FOR PLAN CONNECTIONS (IF MRUSS. VERIFY W/ � I TRUSS CONNECTIONS TRUSS IS CONT. BRG ° MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EACH STUD (AT EACH PLAN ON WOOD USE HGA PLAN LEDGER G.T. USE (4) IDEOPT. s6d CLIPS @ 24" O.C.) NAILS) S1 SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLLIN 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 LEDGER AT GIRDER NOT USED 2x4 NAILER W/ (2) SHEATHING CONT. TO L1 EXT. WALL SHEATHING 1 Od NAILS @ 16" O.C: 2nd STORY WALL 2x4 BLOCKS, (2 16d UJ EXT. FINISH PER NAILS @ EACH END. PER WF10/SD4 BOTTOM PLATE Q ARCHS BLOCK ADJACENT 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. 2x8 MIN. SPF #2 @ 16" 1/2" GYP. BOARD FASTEN ROOF - SHEATHI G PER O.C. - SEE FRAMING ROOF SHEATHING PER SHEATHING TO DETAIL W IO/D4 PLAN FOR MORE INFO. PLAN. BLOCKS W/ 8d NAILS @ SIMPSON H10A @ 6" O.C. 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL BETWEEN STUDS W/ MORE INFO. BRACE (2) 12d TOE NAILS EACH END (5) 16d NAILS BRACE z ATTACH SHEATHING ALL THREAD ROD --_ TO BLOCKING 0 TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" @ 48" O.C.; SEE PROVIDE 2x4 BRACE 0 W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS @ 3 O C j PLATE. FOR CONNECTION @ TO EACH ADJACENT DIAGONAL, FASTEN (� 1/2" J -BOLT OR 1/2" BASE TO DIAGONAL W/ (2) (n SHEATHING TO THREADED ROD W/ OVERLAP BOTTOM SIMPSON SET -XP 2x4 BOTTOM PLATE, 16d NAILS W7 EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT CONNECT TO DOUBLE PLATE 1 1�4 (MIN.) TOP PLATE W/ 16d TRUSSES PER PLAN 1x PT NAILER AS REQ'D FROM EA, END OF CONTINUOUS TO BASE / NAILS 6" O.C. WALL. ANCHORS PLATE, SIMPSON SP8 @ O.S.B. TO OVERLAP SHALL HAVE 7" MIN. W/ (6) 1 O x 1-1/2" NAILS BOTTOM PLATE 1 1/4" WALL BRACING @ 48" CONT. #5 IN TIE BEAM EMBED. TO CMU. ARE REQUIRED EA. (MIN.) O.C. MAX. 45° FROM <: STUD TO TOP AND (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) -- - BOTTOM PLATES. BRACE NOT REQUIRED EXT. FINISH PER ,: FLOOR WALL W/ ;> ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. ' F1 SECT OPEN TO ABOVE fiFl�BR F1 2 STORY FRAME WALL LLi a: r v®0 o•o•••o• �// `®gyp Com; LLJ � 2x8 #2 SPF MIN STUDS •••• °' ,5,Ci •_��fi ® N -� Z @ 16" O.C. PER PLAN C m Z 11a !E _ PRE ENGINEERED (2) 2x SPF TOP t W O Q �' 0 -D PLATES U.N.O.C-11) U,i Q TRUSSES @ 24" O.C. - > z � • � Q MAX. PER PLAN %�• �; Q •o o®• ®•soon• 12 PER PLAN 1 SEE FLOOR PLAN 1 I I 1 (2) 2x HEADER�/ m O FOR MORE INFO 2x4 CONT. W/ (2) 12d A®�11tItA��� 1 NAILS TO EACH STUD 1 I I 2x8 #2 SYP P.T. SILL TRUSS ANCHOR (SEE 1 I 1 1 PLATE W/ z" EPDXY PLAN) ; 2x STUDS SEE PLAN o ANCHOR OR J -BOLT @ STUDS ABOVE ARE 4r 32" O.C. W/ MIN. 7' ROOF SHEATHING I 1 1 TO ALIGN W/ STUDS 1 o p Orb c� EMBEDMENT & 6" ° ATTACHED PER I I I BELOW N FROM EACH END NAILING SCHEDULE 1 I I I U 0 1 I I 1 (2) 2x TOP PLATE O.H. 1 B 1 1 1 U o 0 PER ELEV. 1 1 1 1 (2)2x HEADER SEE 2x #2 SPF STUDS @ 16" 1 I I 1 Z 4 E MASONRYIIWALL PER PLAN FOR MORE INFO O.C. w/ EXT: SHEATHING I I I 2x SPF BASE 1 © „^ �ti PLAN & CONNECTIONS FROM TOP OF WALL TO PLATE Z BOTTOM OF TRUSS/ ' GIRDER SEE PLAN FOR I 1 1 PRE-ENGINEERED 1 0�� 0 WINDOW ATTACHMENT E D 1 1 FLOOR SYSTEM 1 z INFO. IF WALL KNEEWALL OR BEAM o WINDOW SEE PLAN SHEATHING ISN'T CONT. co FOR LOCATION LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO (2) 2x SPF TOP ,�•� TOENAILS EACH SIDE GIRDER BELOW 1 PLATES U.N.O. IF WALL SHEATHING IS SEE LD02/SD4 FOR 1 1 1 STOPPED BELOW MORE INFO IF1 1 M ( HEADER 1 ROOF LINE TRUSSES ARE 2) 2x 1 I I SEE FLOOR PLAN 1 J z 2x BASE PLATE W/ (2) PARALLEL TO WALL FOR MORE INFO W q r �.t — NAILS 12d @ 24" O.C. ROOF SHEATHING I 2x STUDS SEE PLAN I 1 1 — 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM ATTACHED PER 1 STUDS ABOVE ARE TO I I 1 p BELOW NAILING SCHEDULE W �age NAILS TO EACH STUD 1 ALIGN W1 STUDS BELOW I 1 B P 1 1 1 1 t 2nd STORY WALL PER LYWOOD FLOORING I \ © 0 �i� ' PLAN SEE FLOOR FRAMING I 1 I I Z PLAN FOR MORE INFO 2x P.T. BASE PLATE 1 1 I J SEE BEARING SCHED. 1 1 1 v SEE PLAN FOR I ~ I FOR A.B. INFO TRUSS DIRECTION O O & MORE INFO 1 SEE FOUND. PLAN FOR FTG. REQ. I I 1 o LU VJf. Z x J FLOOR TRUSS; SEE FLOOR GIRDER SEE �� �- �� � ~ O FRAMING PLAN FOR � 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4 2 ATTACH TOP DIRECTION AND PLAN FOR �./ SCHEDULE ON FLOOR PLANS FOR C PLATE TO HEADER WITH LSTA12 BENT OVER H CONNECTION MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (S 10d � W VSEE TRUSS LAYOUT CONNECTION DETAIL NAILS INTO HEADER FOR TRUSS LOCATION IF PORTIONS OF THIS WALL � �,... MASONRY WALL PER & CONNECTION INFO B SEE CHART FOR REQUIRED JACKS / D IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. PLAN a KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE fi SOLID BLOCKING WITHIN FLOOR SYSTEM � Li F1 TYPICAL CONNECTION @ GIRDER OR BEAM fiF1 2 STORY INTERIOR BEARING WALL _ , UNDER 2ND STORY COLUMN LOCATION. Q o 3/4"=11-0#1 Z MMMMMA 0 0 �1 0 J z J C 0 W LU �LOo 0000 NMS '� • Y may/ O"jz ,�..� W �Q0"' o .4°� CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. _.. TM - 2171665 SCALE. AS INDICATED DATE: 09/26/2017 D6 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. - HANGER BY OTHERS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER - TRUSS PER PLAN NAILING SCHEDULE ROOF SHEATHING (SIMPSON H2.5 EA. ( ATTACH PER NAILING TRUSS SCHEDULE IPRE-ENGINEERED TRUSS PER PLAN I. 2x6 #2 SYP CONT. I LEDGER W/ (2) %4'x3-1/2" SDS WOOD SCREWS @ I 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" , SIMPSON HUS26. USE RECESS LEDGER INTO O.C. HUS26-2 FOR 2PLY MRUSS. VERIFY W/ I TRUSS SSSHOP - LEDGER PER PLAN (DRAWINGS .2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EACH STUD (AT EACH TRUSS RECESS LEDGER G.T. USE (4) IDEOPT. s6d NAILS) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER FNAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILING RUSS SCHEDULE IPRE-ENGINEERED I ° I TRUSS PER PLAN 2x6 #2 SYP CONT. ' . LCESS LEDGER W1(2) %4'x3-1/2"SIMPSON HUS26. USE LEDGER INTO SDS WOOD SCREWS @ HUS26-2 FOR 2PLY VERIFY W/ 16" O.C. MAX. & 3" I TRUSS MRUSS. SSSHOP 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 T..`USE O16dNA� S) D04 LEDGER @ LOW ROOF NOT USED 2x4 NAILER W/ (2) SHEATHING CONT. TO L1 EXT. WALL SHEATHING 1 Od NAILS @ 16" O.C: 2nd STORY WALL 2x4 BLOCKS, (2 16d UJ EXT. FINISH PER NAILS @ EACH END. PER WF10/SD4 BOTTOM PLATE Q ARCHS BLOCK ADJACENT 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. 2x8 MIN. SPF #2 @ 16" 1/2" GYP. BOARD FASTEN ROOF - SHEATHI G PER O.C. - SEE FRAMING ROOF SHEATHING PER SHEATHING TO DETAIL W IO/D4 PLAN FOR MORE INFO. PLAN. BLOCKS W/ 8d NAILS @ SIMPSON H10A @ 6" O.C. 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL BETWEEN STUDS W/ MORE INFO. BRACE (2) 12d TOE NAILS EACH END (5) 16d NAILS BRACE z ATTACH SHEATHING ALL THREAD ROD --_ TO BLOCKING 0 TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" @ 48" O.C.; SEE PROVIDE 2x4 BRACE 0 W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS @ 3 O C j PLATE. FOR CONNECTION @ TO EACH ADJACENT DIAGONAL, FASTEN (� 1/2" J -BOLT OR 1/2" BASE TO DIAGONAL W/ (2) (n SHEATHING TO THREADED ROD W/ OVERLAP BOTTOM SIMPSON SET -XP 2x4 BOTTOM PLATE, 16d NAILS W7 EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT CONNECT TO DOUBLE PLATE 1 1�4 (MIN.) TOP PLATE W/ 16d TRUSSES PER PLAN 1x PT NAILER AS REQ'D FROM EA, END OF CONTINUOUS TO BASE / NAILS 6" O.C. WALL. ANCHORS PLATE, SIMPSON SP8 @ O.S.B. TO OVERLAP SHALL HAVE 7" MIN. W/ (6) 1 O x 1-1/2" NAILS BOTTOM PLATE 1 1/4" WALL BRACING @ 48" CONT. #5 IN TIE BEAM EMBED. TO CMU. ARE REQUIRED EA. (MIN.) O.C. MAX. 45° FROM <: STUD TO TOP AND (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) -- - BOTTOM PLATES. BRACE NOT REQUIRED EXT. FINISH PER ,: FLOOR WALL W/ ;> ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. ' F1 SECT OPEN TO ABOVE fiFl�BR F1 2 STORY FRAME WALL LLi a: r v®0 o•o•••o• �// `®gyp Com; LLJ � 2x8 #2 SPF MIN STUDS •••• °' ,5,Ci •_��fi ® N -� Z @ 16" O.C. PER PLAN C m Z 11a !E _ PRE ENGINEERED (2) 2x SPF TOP t W O Q �' 0 -D PLATES U.N.O.C-11) U,i Q TRUSSES @ 24" O.C. - > z � • � Q MAX. PER PLAN %�• �; Q •o o®• ®•soon• 12 PER PLAN 1 SEE FLOOR PLAN 1 I I 1 (2) 2x HEADER�/ m O FOR MORE INFO 2x4 CONT. W/ (2) 12d A®�11tItA��� 1 NAILS TO EACH STUD 1 I I 2x8 #2 SYP P.T. SILL TRUSS ANCHOR (SEE 1 I 1 1 PLATE W/ z" EPDXY PLAN) ; 2x STUDS SEE PLAN o ANCHOR OR J -BOLT @ STUDS ABOVE ARE 4r 32" O.C. W/ MIN. 7' ROOF SHEATHING I 1 1 TO ALIGN W/ STUDS 1 o p Orb c� EMBEDMENT & 6" ° ATTACHED PER I I I BELOW N FROM EACH END NAILING SCHEDULE 1 I I I U 0 1 I I 1 (2) 2x TOP PLATE O.H. 1 B 1 1 1 U o 0 PER ELEV. 1 1 1 1 (2)2x HEADER SEE 2x #2 SPF STUDS @ 16" 1 I I 1 Z 4 E MASONRYIIWALL PER PLAN FOR MORE INFO O.C. w/ EXT: SHEATHING I I I 2x SPF BASE 1 © „^ �ti PLAN & CONNECTIONS FROM TOP OF WALL TO PLATE Z BOTTOM OF TRUSS/ ' GIRDER SEE PLAN FOR I 1 1 PRE-ENGINEERED 1 0�� 0 WINDOW ATTACHMENT E D 1 1 FLOOR SYSTEM 1 z INFO. IF WALL KNEEWALL OR BEAM o WINDOW SEE PLAN SHEATHING ISN'T CONT. co FOR LOCATION LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO (2) 2x SPF TOP ,�•� TOENAILS EACH SIDE GIRDER BELOW 1 PLATES U.N.O. IF WALL SHEATHING IS SEE LD02/SD4 FOR 1 1 1 STOPPED BELOW MORE INFO IF1 1 M ( HEADER 1 ROOF LINE TRUSSES ARE 2) 2x 1 I I SEE FLOOR PLAN 1 J z 2x BASE PLATE W/ (2) PARALLEL TO WALL FOR MORE INFO W q r �.t — NAILS 12d @ 24" O.C. ROOF SHEATHING I 2x STUDS SEE PLAN I 1 1 — 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM ATTACHED PER 1 STUDS ABOVE ARE TO I I 1 p BELOW NAILING SCHEDULE W �age NAILS TO EACH STUD 1 ALIGN W1 STUDS BELOW I 1 B P 1 1 1 1 t 2nd STORY WALL PER LYWOOD FLOORING I \ © 0 �i� ' PLAN SEE FLOOR FRAMING I 1 I I Z PLAN FOR MORE INFO 2x P.T. BASE PLATE 1 1 I J SEE BEARING SCHED. 1 1 1 v SEE PLAN FOR I ~ I FOR A.B. INFO TRUSS DIRECTION O O & MORE INFO 1 SEE FOUND. PLAN FOR FTG. REQ. I I 1 o LU VJf. Z x J FLOOR TRUSS; SEE FLOOR GIRDER SEE �� �- �� � ~ O FRAMING PLAN FOR � 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4 2 ATTACH TOP DIRECTION AND PLAN FOR �./ SCHEDULE ON FLOOR PLANS FOR C PLATE TO HEADER WITH LSTA12 BENT OVER H CONNECTION MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (S 10d � W VSEE TRUSS LAYOUT CONNECTION DETAIL NAILS INTO HEADER FOR TRUSS LOCATION IF PORTIONS OF THIS WALL � �,... MASONRY WALL PER & CONNECTION INFO B SEE CHART FOR REQUIRED JACKS / D IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. PLAN a KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE fi SOLID BLOCKING WITHIN FLOOR SYSTEM � Li F1 TYPICAL CONNECTION @ GIRDER OR BEAM fiF1 2 STORY INTERIOR BEARING WALL _ , UNDER 2ND STORY COLUMN LOCATION. Q o 3/4"=11-0#1 Z MMMMMA 0 0 �1 0 J z J C 0 W LU �LOo 0000 NMS '� • Y may/ O"jz ,�..� W �Q0"' o .4°� CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB / DJ QC CHECK: CC JOB No. _.. TM - 2171665 SCALE. AS INDICATED DATE: 09/26/2017 D6 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 1,111. I I I _ _. _ _ .._ ____ ___.___ .. _- - - - ---- ---- -- STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W1 MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN 3 2X12 LINE WITH MIDDLE STANDARD O 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR SYSTEM& LANDING 2xJOISTS @ LANDING 0 FRAMING 0 @ 16"O.C. W/ SIMPSON Z A35 OR LUS26 HANGER z ON EACH SIDE op W 'v 6" MIN. a oo (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-01 " MAX ATTACHING TO W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d z n1 CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. ..a TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR io ���� //r®�® d rrrrrrrre/ MASONRY WALL) 10 MIN. JA A PLAN VIEW 90 DEGREE TURN LANDING «� o SEE SCHEDULE FOR MAX WIDTH OF LANDING ••4i •• ' = z MIN. (3) 2x SYP #2 Q .- O • : Ca J STUDS REQ'D @ END ti- ®�z c) z OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB SHEATHING OVER ® LEDGER TO STUD * = Q 0000® 16d NAILS FROM SEE PLAN FOR DEPTH o• OF LANDING LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR �®/ ►►rl�a®pe®®® CONSTRUCTION NOTES rr ll MID SPAN BLOCKING V 0 TO MATCH JOIST PLYWOOD SHEATHING DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING rr� • STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER o O01�d SYP #2 STRINGERS W/ ) ., 0 th C ► MASONRY WALL GENERAL FLOOR a SIMPSON A34 / A35 CONSTRUCTION U 3j CLIP TO FLOOR a © 16 O.C.O:C. NOTES a O z � SYSTEM &LANDING O z " MAXMM U o FRAMING U. BEAM @ END OF W o LU LANDING PER Z o SCHEDULE p �s�4 LU SEE PLAN FOR Z MASONRY WALL OR 04' WOOD WALL � ... SIMPSON A35 Bf B CONNECTIONS Q MASONRY WALL OR aa" FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO Z END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT() CROSS SECTI/1AI O� BEAM n/� TO LEDGER (!� V STRINGERS TO @ 16'"O.C. W/ SIMPSON LEDGER wl (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. Gn LLI 5;TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" o � �',`i r• BUILT UP COLUMNS„ TITENS @ 16 —• �S a' x 3 1/2 BELOW O.C. MAX. FOR STRINGERS TO BE (� A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING i-- z 9Ir� SEE SCHEDULE FOR MAX WIDTH OF LANDING � o I (3) 16d TOENAILS NOT USED 00 O� BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 81-01. 12,_0„ RISE OF STEPS AND 2x6 3/4” O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN Wt SQUASH (3) 2x12 2x8 BLOCK OR 10.4. (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2)2x12 2x8 PENDING LANDING 91_011 (1) 2x12 (1) 2x8 2x6 HEIGHT AND PLAN I– (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE W (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @MID -SPAN -F A (2) 2x12 SUPPORT A (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER --� 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 61.0„ 2x ATTACHED TO 2x6 VERTICAL @ V-" 2x JOIST (P.T. IF. STRINGER I I ! SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF ATTACHING TO IIII MASONRY WALL) CONT ( O.C. MIN. AND @ANY LEDGER w/ (3) 16d 2x12 STRINGERS ONEIII I I I I AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN IIII I I I I (NOTCHED @ 2x6 x 3 1/2" TITENS @ 16" TABLE R301.5 (FBC 5TH EDITION) I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF HANDRAIL NOTCH SILL PLATE LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO FOR VERTICAL TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 PLYWOOD FLOORING DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 81-01. 12,_0„ (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 61-0" (1) 2x12 (1) 2x8 2x6 4'-0" Q (3) 2x12 2x8 8'-0" 10.4. (2) 2x12 2x6 �6'-0° (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2)2x12 2x8 7'-0" 91_011 (1) 2x12 (1) 2x8 2x6 5'-0" I– (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-011 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" W (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" W 6'-0" (2) 2x12 2x8 (1) 2x12 (1) 2x8 2x6 5'-0" X X � 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 61.0„ BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 09/26/2017 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS rST01 GEN, STAIR AND LANDING FRAMING DETAILS (2) PLY BR ATTACHMENTS. IN CHART FOR MIN. slzE OF INSIDEIBEAnn. NAIL (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR , " 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 3/4"_ `1-0 UNDER BEAMS LESS THAN 2x12) ST1 i this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained in s doc ap p y Y p ¢ 1Z o Jmc Q O 3/–��` SEE ARCH PLAN I I 2x4 CONT. TOP PLATE I– MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO W STUDS W/ (2) 16d TOE W 2x4 #2 SPF STUDS X X � NAILS0 GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, = � 2x6 VERTICAL @ V-" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF � O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. C 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 1i Ej 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO Q 1� in Q NAILS @ 4" O.C. L-BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING 2x4 CONT. TOP PLATE O ~ 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE 0 TO TRUSS W/ (3) %4' x 3" TO STUDS W/ (2) 6d 31/2 TOE NAILS z N DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS Z J � SECTION X -X N.T.S. EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 2x4 CONT, TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Q ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE W O T STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 31" ATTACHED TO TRUSS 0 oo O NAILS NAILS '�`�` I BELOW (OTHERWISE N W 2x4 STUDS @ SEE ARCH PLAN I ATTACH W/(2) 12d m O.C.SPF 24" . W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) _j Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I L.. U 0 LU 0 W �............ ......... SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) W � O O FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO � 16d TOE NAIL EA. –) Q = ACCOMMODATE 2x CONT. BRACE & 10d 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO I= 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. FLOOR SHEATHING A CL W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 � O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG / BAD -� TO SLIDE DOWN TO W/ (2) %"0" SDS DRAFTING: -- (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OFSPACED & CENTERED STRUCT: MB / DJ STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK: CC TO TRUSS W/ (3) %a' x3" L -BRACE @ 6'-0" O.C. & ---- FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING JOB No. TM - 2171665 FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 09/26/2017 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS rST01 GEN, STAIR AND LANDING FRAMING DETAILS (2) PLY BR ATTACHMENTS. IN CHART FOR MIN. slzE OF INSIDEIBEAnn. NAIL (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR , " 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 3/4"_ `1-0 UNDER BEAMS LESS THAN 2x12) ST1 i this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained in s doc ap p y Y p