The URL can be used to link to this page

Home My WebLink About273 Big Spring Ter 16-3073 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. LOT GENERAL CON5TRUCTION NOTE5: ' CHAPTERS AND SECTIONS REFER TO F.13C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS ANP/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" 180, THORNBROOKE 40 S OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.E.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT DARLINGTON 2585 ELEVIIII A NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CON5TRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH GARAGE RIGHT HABITABLE ROOMS SHALL EE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE 'X` GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R10235. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBGR - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE TAYLOR MORRISON OF CORRO6ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.5G.R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014) R103b0.1 WEEP 5GREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE GO'RRO51ON-RE5I5TANT WEEP 5GREED OR PLASTIC WEEP 5GREED 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 RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5GREED. PER F.13G.R. 5TH EDITION (2014) R103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL; REDRAW NOTES 10-19-16 CREATED LOT SPECIFIC PLAN FOR LOT ISO IN THORNBROOKE 40'5, ELEVATION "A" GARAGE RIGHT UJ/ PLAN OPTION5 INCLUDING: (2) BAR PENDANT PRE -WIRE; (4) CEILING FAN PRE -WIRE, OPTIONAL 51NK IN BATH 3, OPTIONAL DEN, CALIFORNIA COUNTERTOP, 9' POCKET SLIDER AND VENT HOOD OUT5IDE. INCLUDE A WATER RE815TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C:R 5TH EDITION (2014) R103b.5 OR IN ACCORDANCE WITH A5TM G 926 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM G 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 5F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINT5 SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE PLAN REVISIONS DRAWING INDEX CONSIDERED AS CONTROL JOINTS, EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE56 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF COV - GENERAL NOTES, INDEX, SPECIFICATIONS 44" ABOVE FINI5H FLOOR LINE OF THAT PARTICULAR ROOM, FL45HING: 1 - 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. 1 SLAB INTERFACE PLAN 2. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A$ TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO 2A1 - MAIN FLOOR PLAN NOTES THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5UI;ZACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8, 202 MAIN 1:1 nnR PLAN DIMENSIONS u11NDou1 INSTALLATION: • JOB NUMBER 26002.246 • CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED 1 I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFAGTURER5 WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE • • X N w LLI ISO STATE STREET EAST OLDSMAk FLORIDA 34677 813 . 925 . 1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER a FST. 1994 rU) �� 0 0/ J0�O J c0'�N - UPPER FLOOR P LAN DIMENSIONS DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID GORE (5.G.) OR HONEYCOMB CORE 5TEEL DOORS �V J i � o 2 V/ O ® em 0) in N r. - INTERIOR ELEVATIONS STAIR SECTION DETAILS FLOOD ZONE REQUIREMENT5: >>Jcv 301 FRONT ELEVATION �pLL • 003�E 0J COO �Y 0w S 0 fp o0CCror: z C4 f • JOB NUMBER 26002.246 • CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED ASPHALT 5HINGLE5 (IF APPLICABLE): ``�oa►►ir I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 89052.6.1. J�`0 3A2 ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTIGAli IN, 12 UNIT HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS wry` � • '•., �/ HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TUIO LAYS R5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR `Z �, s'�. 303 FLASHING D ETAI L5 TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF per® "� o oS J UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1: Uj• w :•� z ~ op Q3A4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IFAPPLICABLE) ti THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C,R - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ��ii •°° ®•® •� °�`` 4A -MAIN FLOOR ELECTRICAL PLAN` RECOMMENDATIONS OF FR54/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso 15 DETERMINED IN ACCORDANCE WITH SECTION R301,213 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE II; OR A5TM y D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE ' 4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso 15 DETERMINE[) IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, M W CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A51M C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS, IF SOIL TREATMENT 15 USED FOR RECORD COPY SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED'WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE: 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS; AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST i FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 13LOCK5. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. I, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR O PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 00 1162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 5IDE TO SERVICE AN APPLIANCE. REVIEWED ppb CODE COMPLIANCE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE. [)CANS EXAMINER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, DATE 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN I 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 PROV151ON5 OF 5ECTION6 M14113, SANFORD BUIL DING DIVISION EXHAU5T FAN5 AND VENTING: 0 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET VENT OR CRAWL SPACE. • ■ • ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 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 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, THE BUILDING OFFICIAL FROM THEREAFTER 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 REQUIRING A CORRECTION OF ERRORS IN PLANS; • • CONSTRUCTION OR VIOLATIONS OF THIS CODE OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF COMPACTION TEST THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS INSTALLATION INSTRUCTIONS. WHERE A CLOTHES 2585 DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE REQUIRED THE EXHAUST DUCT ENTER5 THE WALL, THE LABEL SHALL BEAR THE WORDS 11THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FRC. TITLE • at Slab inspection COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES ISSUANCE OF PLANS FROM THI5 DRAFTER'5 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 DI5GREPANCY OF ERROR IN NOTES, DIMEN51ON5, 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 CHANGE5, NOT RELATED TO THE SANI=OFiI] 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'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 1 I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFAGTURER5 WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE DAVIS BEWS DESIGN GROVP LLI ISO STATE STREET EAST OLDSMAk FLORIDA 34677 813 . 925 . 1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER a FST. 1994 ASPHALT 5HINGLE5 (IF APPLICABLE): ``�oa►►ir I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 89052.6.1. J�`0 3A2 ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTIGAli IN, 12 UNIT HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS wry` � • '•., �/ HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TUIO LAYS R5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR `Z �, s'�. 303 FLASHING D ETAI L5 TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF per® "� o oS J UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1: Uj• w :•� z ~ op Q3A4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IFAPPLICABLE) ti THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C,R - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ��ii •°° ®•® •� °�`` 4A -MAIN FLOOR ELECTRICAL PLAN` RECOMMENDATIONS OF FR54/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso 15 DETERMINED IN ACCORDANCE WITH SECTION R301,213 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE II; OR A5TM y D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE ' 4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso 15 DETERMINE[) IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, M W CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A51M C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS, IF SOIL TREATMENT 15 USED FOR RECORD COPY SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED'WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE: 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS; AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST i FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 13LOCK5. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. I, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR O PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 00 1162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 5IDE TO SERVICE AN APPLIANCE. REVIEWED ppb CODE COMPLIANCE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE. [)CANS EXAMINER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, DATE 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN I 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 PROV151ON5 OF 5ECTION6 M14113, SANFORD BUIL DING DIVISION EXHAU5T FAN5 AND VENTING: 0 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET VENT OR CRAWL SPACE. • ■ • ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 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 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, THE BUILDING OFFICIAL FROM THEREAFTER 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 REQUIRING A CORRECTION OF ERRORS IN PLANS; • • CONSTRUCTION OR VIOLATIONS OF THIS CODE OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF COMPACTION TEST THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS INSTALLATION INSTRUCTIONS. WHERE A CLOTHES 2585 DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE REQUIRED THE EXHAUST DUCT ENTER5 THE WALL, THE LABEL SHALL BEAR THE WORDS 11THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FRC. TITLE • at Slab inspection COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES ISSUANCE OF PLANS FROM THI5 DRAFTER'5 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 DI5GREPANCY OF ERROR IN NOTES, DIMEN51ON5, 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 CHANGE5, NOT RELATED TO THE SANI=OFiI] 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'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 1 I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFAGTURER5 WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE LLI 2 V 1 - UPPER FLOOR ' PLAN NOTES MANUFACTURER FOR EACH WINDOW. �� p; IV 2B2 - UPPER FLOOR P LAN DIMENSIONS DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID GORE (5.G.) OR HONEYCOMB CORE 5TEEL DOORS �V J v art � o 2 NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE.O ® 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS FLOOD ZONE REQUIREMENT5: 301 FRONT ELEVATION PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. `' E ca ASPHALT 5HINGLE5 (IF APPLICABLE): ``�oa►►ir I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 89052.6.1. J�`0 3A2 ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTIGAli IN, 12 UNIT HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS wry` � • '•., �/ HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TUIO LAYS R5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR `Z �, s'�. 303 FLASHING D ETAI L5 TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF per® "� o oS J UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1: Uj• w :•� z ~ op Q3A4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IFAPPLICABLE) ti THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C,R - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ��ii •°° ®•® •� °�`` 4A -MAIN FLOOR ELECTRICAL PLAN` RECOMMENDATIONS OF FR54/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso 15 DETERMINED IN ACCORDANCE WITH SECTION R301,213 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE II; OR A5TM y D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE ' 4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso 15 DETERMINE[) IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, M W CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A51M C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS, IF SOIL TREATMENT 15 USED FOR RECORD COPY SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED'WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE: 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS; AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST i FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 13LOCK5. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. I, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR O PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 00 1162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 5IDE TO SERVICE AN APPLIANCE. REVIEWED ppb CODE COMPLIANCE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE. [)CANS EXAMINER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, DATE 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN I 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 PROV151ON5 OF 5ECTION6 M14113, SANFORD BUIL DING DIVISION EXHAU5T FAN5 AND VENTING: 0 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET VENT OR CRAWL SPACE. • ■ • ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 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 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, THE BUILDING OFFICIAL FROM THEREAFTER 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 REQUIRING A CORRECTION OF ERRORS IN PLANS; • • CONSTRUCTION OR VIOLATIONS OF THIS CODE OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF COMPACTION TEST THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS INSTALLATION INSTRUCTIONS. WHERE A CLOTHES 2585 DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE REQUIRED THE EXHAUST DUCT ENTER5 THE WALL, THE LABEL SHALL BEAR THE WORDS 11THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FRC. TITLE • at Slab inspection COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES ISSUANCE OF PLANS FROM THI5 DRAFTER'5 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 DI5GREPANCY OF ERROR IN NOTES, DIMEN51ON5, 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 CHANGE5, NOT RELATED TO THE SANI=OFiI] 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'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 1 i i I'-4" -4" 15'-0" 65'-4" N.B. ELT r �3/4" CONDENSATION PITCH DRAIN BY PLUMBER I/$" / FT. AIR HANDLER w LINES FROM LJ -1 UPPER FLOOR 1'-4" 52'-4" CL M . x co w o 00 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 .925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 �- r � -j C) 0 Lo 0 JMI,�, Z LL 'Ad.2 IN m Im N >>JM V �aIL OA J` 0 O 0c ~ �6a^ Fee all ® e 6' _jiL °••.... E. _0 0) 0C) 8) to00CC�n -c I ZNC0 C. VERIFY CRYLIC I I — 50 CsAL, ;ONLANAI I II Co� I W.N. "I I I o IL�<,�J 9'-8" 9' I" 3' 9" 20,-0" i 8 v I 7p o \ / II OF REF. Q I o SLAB 3A2 PITCH --- G.J. --- ----------- I C.J. -------t---------------------- - PROVIDEWATER /� PITCN i b Q >,;; U, REFERENCE LINE FOR ICE MAKER / % F' TO DRAIN I "' Lu ELEVATION w 0'-0" < w `[ Lu I li NOTE: v / r- i 54 PAVER DRIVE / LEAD WALK ALL SLAB ANGLES ARE AT 45° (UN.O.) I Q AIR HANDLER LINES FROM UPPER FLOOR 4" P.V.C. I II I 3/4" RECESS I `v CJI I 3/4" CONDENSATION FOR ENTRY DR DRAIN BY PLUMBER Zlc II PAVERS IF 3'-0"x3.0" A/C PAD (SEE MECH. FOS OAS OR 20-11" 2' I" 1'-8" _ 3'-10" v3° I 4'-I" 3' 2" 2'-8" 0 R TILE I4y — — — -1 =- T -' 3/4" CONDENSATION 4" P.V.G. DRAIN BY PLUMBER SEAT ABY. 2'-0" RECESS a IUE> FO PT. FO PT. / \ I I DRYER 11 WASHER I SAV, \ 5'-6" Ep' J L J W.c. LAv — — — — — — L — — — J L — — — J 8" M.U. WALL ABV. ZS 8" G.M.U. WALL ABV. - ELT r �3/4" CONDENSATION PITCH DRAIN BY PLUMBER I/$" / FT. AIR HANDLER w LINES FROM LJ -1 UPPER FLOOR 1'-4" 52'-4" JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED CL M . x co w o 00 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 .925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 �- r � -j C) 0 Lo 0 JMI,�, Z LL 'Ad.2 IN m Im N >>JM V �aIL OA J` 0 O 0c ~ �6a^ ® e 6' _jiL °••.... E. _0 0) 0C) 8) to00CC�n -c I ZNC0 JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE Emma 2585 CL M DAVIS BEWS DESIGN GROVP o 00 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 .925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 �- G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE Emma 2585 CL M o 00 mmO Q Z C) 0 :33 Z LL m X0111111 o' .: ITT off' OA J` ow ® e °••.... G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE Emma 2585 O, r F---, F---, 13'-0"x3.0" A/C I 13'.0`16-VA/Cl IPAD (5EE MEC4. IPAD (5EE MECO. ICONTRACTOR I ICONTRACTOR I FOR LOC.)— -i FOR LOC.)_ i UPPER FLOOR HAN5EN BOX BELOW PRECA5T LINTEL T.OM, REFE=R TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 T.OM. . AA 3A2 rV pe — - -- o PAVER DRIVE / LEAD WALK a Lu a TYPICAL MASONRY .q DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET EAST OL NWM, FLORIDA 34677 813.925.1300 TEL, 813.925.1800 FAX W W W DAVISBEWS COM TAMPA r DENVER EST. 1994 N co x m V * oLo O 21" 31° O JMhW CD V/ O 6 c) 2JM CD L L °"1L 12 5H 1/2 32 5H 0 O AFF. w �®®`�`v r® •rr r°°J� � �'' o� Co �C4X w = w. 1/2 33 5H J ;0 0 n 33 5H Z j Z r 40ZN�a C J r off'' � �'°°eery "0 • `ems °®! �`'► MEN REFE=R TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 T.OM. . AA 3A2 rV pe — - -- o PAVER DRIVE / LEAD WALK a Lu a ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS 5HALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * o °C 000 HATCHING LEGEND o>0 IN5ULATE WALL MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 TYPICAL MASONRY DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET EAST OL NWM, FLORIDA 34677 813.925.1300 TEL, 813.925.1800 FAX W W W DAVISBEWS COM TAMPA r DENVER EST. 1994 N co ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS 5HALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * o °C 000 HATCHING LEGEND o>0 IN5ULATE WALL MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 TYPICAL MASONRY WINDOW SCHEDULE N co WINDOW WIDTHS 20" 21" 31° s► W � CD LL CD CT a 12 5H 1/2 32 5H 22 5H AFF. w �®®`�`v r® •rr r°°J� � �'' 39" w = w. 1/2 33 5H FLAT HEADER+ 33 5H Z j Z r r`„ O ° AT 6-0" A.F.F. J r off'' � �'°°eery "0 • `ems °®! �`'► 0 OM 0 1/2 34 5H A.F.F. 34 5H (1) ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS 5HALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * o °C 000 HATCHING LEGEND o>0 IN5ULATE WALL MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 20" 21" 31° 53" � WINDOW CALL -OUTS CD 26" a 12 5H 1/2 32 5H 22 5H 32 5H w 0 39" 13 5H 1/2 33 5H 23 5H 33 5H = J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H 'S z 12" 16 5H 112 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, Ln uu WINDOW 5I,ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.C.) ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS 5HALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * o °C 000 HATCHING LEGEND o>0 IN5ULATE WALL MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 _4 29'-0" 15'-0" 65'-4" 36'-4" REFER TO SHEET 2AI FOR MAIN FLOOR FLAN NOTES X 0 w DAVIS BEWS DESIGN GROVP r0 J0N0 - EST. 1994 0 J CO E n; 2 M co r- 6 >.J >Ir 66 6°iL • ui 00 0 0 of Co 3�E U.2 L ---J L_, _J _4 29'-0" 15'-0" 65'-4" 36'-4" REFER TO SHEET 2AI FOR MAIN FLOOR FLAN NOTES uj O. M O � Opp cue MIND C ®z uj ti C "1 LL m `�® �`i•®•ooe000 '�O�e �1► ��•o' °o'v �o Q o= Z 2 ; V� o 00100 MAIN FLOOR PLAN DIMENSIONS GARAGE zRIGHT X 0 w DAVIS BEWS DESIGN GROVP r0 J0N0 - EST. 1994 0 J CO E 2 M co 6 >.J >Ir 66 6°iL • 00 0 0 of Co 3�E U.2 LJ �m 0 00 4 z C4 uj O. M O � Opp cue MIND C ®z uj ti C "1 LL m `�® �`i•®•ooe000 '�O�e �1► ��•o' °o'v �o Q o= Z 2 ; V� o 00100 MAIN FLOOR PLAN DIMENSIONS GARAGE zRIGHT DAVIS BEWS DESIGN GROVP 150 STATE STR.EE1 EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA o DENVER - EST. 1994 uj O. M O � Opp cue MIND C ®z uj ti C "1 LL m `�® �`i•®•ooe000 '�O�e �1► ��•o' °o'v �o Q o= Z 2 ; V� o 00100 MAIN FLOOR PLAN DIMENSIONS GARAGE zRIGHT HD. AT T-8" IAN ANL) L)�IN FLArFOf�l1 UNDER A.N.U. M4 NI 1-O * EGRE55 CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T 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 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED TYPICAL WOOD FRAME • x m V.. . DAVIS BEWS aria. M C0o� 10 0 WINDOW WIDTHS 0 JaLoi1�p� OLDSMAK FLORIDA 34677 813.925.1300 TEL 0W�M W W W DAVISBEWS.COM TAMPA • DENVER. Y/ 0 r d11 .v > r. ..1 >JM `, 6 'Q LL 20" 00 )�� W m 0 Coo 0111111111//� 3� �-i:-t0 1.0 0 2411 ZN��1 1520 F.G. 0 3020 F.G. O • �_u • s'C� HD. AT T-8" IAN ANL) L)�IN FLArFOf�l1 UNDER A.N.U. M4 NI 1-O * EGRE55 CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T 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 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED pmmq 0 00 0 >= 2585 ALL EMERGENCY ESCAPE AND RE5CUE TITLE • OPENING5 SHALL COMPLY WITH R310 UPPER FLOOR PLAN NOTES PER F.B.C.R - 5TH EDITION (2014). - .UPPER FLOOR PLAN NOTES u SHEET SCALE: I/4" = 1'-0"2B1 GARAGE RIGHT • TYPICAL WOOD FRAME . DAVIS BEWS aria. M DESIGN GROVP WINDOW WIDTHS 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER. EST, 1994 pmmq 0 00 0 >= 2585 ALL EMERGENCY ESCAPE AND RE5CUE TITLE • OPENING5 SHALL COMPLY WITH R310 UPPER FLOOR PLAN NOTES PER F.B.C.R - 5TH EDITION (2014). - .UPPER FLOOR PLAN NOTES u SHEET SCALE: I/4" = 1'-0"2B1 GARAGE RIGHT • TYPICAL WOOD FRAME aria. M WINDOW WIDTHS J 2011 C:) dra Z 511 d11 .v WINDOW CALL -OUTS r. ..1 20" 1818 F.G. 2018 F.G. 3015 F.G. 4015 F.G. W m 0111111111//� 2411 0 1520 F.G. 0 3020 F.G. O • �_u • s'C� • ••®� 00 0 0 36" Ln 1530 5H pmmq 0 00 0 >= 2585 ALL EMERGENCY ESCAPE AND RE5CUE TITLE • OPENING5 SHALL COMPLY WITH R310 UPPER FLOOR PLAN NOTES PER F.B.C.R - 5TH EDITION (2014). - .UPPER FLOOR PLAN NOTES u SHEET SCALE: I/4" = 1'-0"2B1 GARAGE RIGHT • TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 511 WINDOW CALL -OUTS 20" 1818 F.G. 2018 F.G. 3015 F.G. 4015 F.G. W 2411 0 1520 F.G. 2020 F.C. 3020 F.G. 4020 F.G. J 0 36" 1530 5H 2030 5H 3030 5H 4030 5H Z 4511 0 1540 5H 2040 5H 3040 5H 4040 5H Z 60" 3: 1550 5H 2050 5H 3050 5H 4050 5H 1211 &0 5H 2060 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENING5 FOR ALL WINEOW5, uj WINEOW 5IZE5 ANE IN57ALLATION MAY VARY PER H MANUFACTURER ANE 5PECIFICATION5. O Z REFER TO FLOOR PLANS FOR 5TYLE OF WINEOW U5EE 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXES GLA55- F.G.) pmmq 0 00 0 >= 2585 ALL EMERGENCY ESCAPE AND RE5CUE TITLE • OPENING5 SHALL COMPLY WITH R310 UPPER FLOOR PLAN NOTES PER F.B.C.R - 5TH EDITION (2014). - .UPPER FLOOR PLAN NOTES u SHEET SCALE: I/4" = 1'-0"2B1 GARAGE RIGHT • I C,d'.d° gni.9,11 X cc w.. 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVLSREWS.COM TAMPA • DENVER. e�r•rr i� r 0000 0 J.t,; !>JN L• 00 O� �o LELl.Wrocs —01 10ZNL�. S 0 C,d'.d° gni.9,11 UPPER FLOOR PLAN DIMENSIONS 2B2 2 GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVLSREWS.COM TAMPA • DENVER. EST. 1994 UPPER FLOOR PLAN DIMENSIONS 2B2 2 GARAGE RIGHT i U l 1 1 1.1 1 STAIR NOTES: RAILING BALUSTERS 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 LOWEST RI5ER. HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRA5PA5LE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL05ED ACCE651BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY 60FHT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAILSTO COMPLY WITH FBG R301 AND TABLE R3015 PER F.B.C.R. - 5TH EDITION 12014). I a 0 STAIR SECTION. SCALE: 1/4" - 1'-0" JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED K ro w DAVIS BEWS DESIGN GROUP �r /r 1P 0 010 J EST. 1994 (z� Lo 0 J co o co co >>_ja LL 66 • 0 0 ° -0 0 C0 lL ) cmJ 6. 0 0 a•+ zN2oe JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED Ld a �r N 00 C) 02 Ca C -r dt G.G. VERIFY 5HIM A5 p•eoe�o s so I POP-UP OUTLETS ,,e ,20'°°•° �� <s o� •� � V � SC Q • • Z o o 0 ST . 2x 5TUD5 (PER e® *0 D PLAN) BASE CABINET 1/16 0.5.8. BACKING M 1/2 DRYWALL W 42" H. fr■ V LOW WALL BEAM CALI. TOP IIN, SCALE: I/2 = I -0 dCE� FLOOR \ SY5TEM 100 X�4421?OPEN TO ALL FAMILY ROOM co ne N 0.0 GH TYP. ARCHWAY >m SCALE: I/4 - 141' J r.rr�rrrr • 2585 PLAN DETAILS SCALE: 1/4" = I'-0" GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1800 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 (z� Ld a �r N 00 C) 02 Ca C -r dt G.G. VERIFY 5HIM A5 p•eoe�o s so I POP-UP OUTLETS ,,e ,20'°°•° �� <s o� •� � V � SC Q • • Z o o 0 ST . 2x 5TUD5 (PER e® *0 D PLAN) BASE CABINET 1/16 0.5.8. BACKING M 1/2 DRYWALL W 42" H. fr■ V LOW WALL BEAM CALI. TOP IIN, SCALE: I/2 = I -0 dCE� FLOOR \ SY5TEM 100 X�4421?OPEN TO ALL FAMILY ROOM co ne N 0.0 GH TYP. ARCHWAY >m SCALE: I/4 - 141' J r.rr�rrrr • 2585 PLAN DETAILS SCALE: 1/4" = I'-0" GARAGE RIGHT 11/2" ?HICK 5AND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING � NOTE: 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 5CALE: 3" - 1'-0" CLEAR OPENING HEIGIHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.5.C.R - 5TH EDITION (2014) 8312.2 6 12 /SHINGLE ROOF G.C. VERIFY 12 2x6 5U5 FA5CIA PLT. HT. (TYPICAL) 4" BANDING (1YP.) /5TUCCO 1'-4" W. x 5'-0" H.— DECORATIVE . DECORATIVE 9 FIXED 5HUTTER5 = N 4" BANDING (TYP.) 12 12 6 % SHINGLE 6� 5ECOND F.F. LINE ROOF T.oM. _ 8" BANDING 4" BANDING TEXTURED ,/ 15TUCCO FINISH /SHINGLE ROOF - 6" BANDING 112 Q6 /SHINGLE ROOF It■TN PLT. HT. x 5'-0" H. DECORATIVE FIXED SHUTTERS JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD5MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994> x ro w C LO UTO o� 0 J M 'A Y, i �r0ti 0 =fpm � M M > > N Imm�p`iL .J • 0 O N d � '0 of�0 � we .c roo oo ZN2v JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED Q Ld ® 00 `+N MINN eNo O � Z 12 o 6 5ECOND FF. LINE -111. T.O.M. 511 BANDING n ��®`v��®..aee.v ��/�'j�✓ r tw -•"'�= cr • .� 0' p TEXTURED d °' FIN15H FINISH yds �•••...;, �� `�� FF — ❑ BANDING v1r F7F7❑❑E�❑ —L-1/1—BANDING MAIN FF. LINE _ v _ : ] GRADE LINE -/4" BANDING (A55UMED) DOOR SURROUND .F7 -1;E I — 'I, MAIN Ff. LINE 0 GRADE LINE unZ (A55UMED) FRONT ELEVATION SCALE: 1/4" = 1'-0" ELEVATION "A" GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD5MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994> Q Ld ® 00 `+N MINN eNo O � Z 12 o 6 5ECOND FF. LINE -111. T.O.M. 511 BANDING n ��®`v��®..aee.v ��/�'j�✓ r tw -•"'�= cr • .� 0' p TEXTURED d °' FIN15H FINISH yds �•••...;, �� `�� FF — ❑ BANDING v1r F7F7❑❑E�❑ —L-1/1—BANDING MAIN FF. LINE _ v _ : ] GRADE LINE -/4" BANDING (A55UMED) DOOR SURROUND .F7 -1;E I — 'I, MAIN Ff. LINE 0 GRADE LINE unZ (A55UMED) FRONT ELEVATION SCALE: 1/4" = 1'-0" ELEVATION "A" GARAGE RIGHT 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 13 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 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. ------------------- --------- - I I I I I � 4:12 I I I 1 I 6612 ------------------ 6:12 I -A I I �f I I I ae I j �� i I I I i I 6:12 %n w - 6:12 Qk I I I j I I I I I I I tia I I �e I Lu I tY 6:12 I I II -------------------- 6:12 I � r- I L" I - L-------- I 6:12 6:12 I i I I I LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. 1300 =1.76 SQ. FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 TOTAL SOFFIT VENTILATION NEEDED 5 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 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, 11/2" THICK 5AND FIN15H KEYSTONE 3/4" THICK (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE6615 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.S.C.R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F-5-C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5GALE: 3" = 1'-0" 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 = 1 TOTAL SOFFIT VENTILATION NEEDED 2 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 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I I I I I I I l I 1 I I I I I I -------I TYP. OVERHANG AA AT HIP (U.N.O.) ROOF PLAN 5GALE: 1/6" = I' -O" CLEAR OPENING HEIGHT5 �c IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 GIRDER 6 I� TRUSS ROOF TRU55E5 O.C. (TYPICAL) GARAGE GIRDER 1212 TRUSS 6� Q6 GIRDER ROOF TRU55E5 TRU55 6 _,olt IAT 24" O.C. -\�6 (TYPICAU ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ � 2 -STORY BR.3 LOFT VOLUME M -•- FLOOR 5Y5TEM -- - BEAM ..._ °® FAMILY El El LU INCL 11 1 1 SECTION AA 5GALE: 1/8" - I' -O" 6 12Q6 12 4HINGLE 12 SHINGLE a4 GONG. LINTEL 6 % ROOF Q6 ROOF PLT. HT. PLT. HT. /6TUGGL STUCCO FIN15N 00-TEMP.FINISH 7 �o �l r SHINGLE 12 5 CON F.F. IN _ � R00� SHINGLE t6IDE6 E D L E SECOND FF. LINE g RppFD FF. LINE j�/TEXTURED `-TEXTUREDFINISH 7 « FINISH 7 LJ�l MAIN F.F. LINE F. LINE GRADE LINE GRADE LINE LU (ASSUMED) (ASSUMED) 0 0 V / � N coLEFT ELEVATION z CD 5GALE: 1/8": I' P"Nim LL. d . C ;1111110 6 12 /12 SHINGLE 12 Q6 ROOF 6 -`- 5HINGLE PLT. HT._ ROOF PLT. HT. STUCCO "? EFG1 /STUCCO FFIN15H * FINISH, BI 0-) 12 SECOND F.F. LINE 4C! 5HINGLE g SECOND FF. LINE T.OM, ROOF T.O.M. - — TEXTURED FIN15H MAIN FF. LINE _ TEXTURED �' FINISH MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION 5GALE: 1/8" - I' -O" • • x co DAVIS BEWS DESIGN GROVP U �o C o Ln EST. 1994 F 0J co r YJ 0 LLI:v o(j) � M sm? > > N oho .� L � Lm OIL 0 0 ° 0, . 0� �O 3�E U.x �Oi 0-N W 00 0 ZN�a rvoo GRADE LINE GRADE LINE LU (ASSUMED) (ASSUMED) 0 0 V / � N coLEFT ELEVATION z CD 5GALE: 1/8": I' P"Nim LL. d . C ;1111110 6 12 /12 SHINGLE 12 Q6 ROOF 6 -`- 5HINGLE PLT. HT._ ROOF PLT. HT. STUCCO "? EFG1 /STUCCO FFIN15H * FINISH, BI 0-) 12 SECOND F.F. LINE 4C! 5HINGLE g SECOND FF. LINE T.OM, ROOF T.O.M. - — TEXTURED FIN15H MAIN FF. LINE _ TEXTURED �' FINISH MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION 5GALE: 1/8" - I' -O" DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER.. EST. 1994 F GRADE LINE GRADE LINE LU (ASSUMED) (ASSUMED) 0 0 V / � N coLEFT ELEVATION z CD 5GALE: 1/8": I' P"Nim LL. d . C ;1111110 6 12 /12 SHINGLE 12 Q6 ROOF 6 -`- 5HINGLE PLT. HT._ ROOF PLT. HT. STUCCO "? EFG1 /STUCCO FFIN15H * FINISH, BI 0-) 12 SECOND F.F. LINE 4C! 5HINGLE g SECOND FF. LINE T.OM, ROOF T.O.M. - — TEXTURED FIN15H MAIN FF. LINE _ TEXTURED �' FINISH MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION 5GALE: 1/8" - I' -O" CD 6 12 12 E6 00 0 6 12 -SHINGLE 12 6 5HINGLE Tmmi ROOF ROOF PLT. HT_ - - - - PLT. HL_>= Z STUCCO _ /5TUCCO /5TUCCO 12 FIN15H FIN15H FIN15H ro { 5HINGLE 2 4 SECOND FF. LINE 5HINGLE gSECOND-FF. LINE OF 8 SEC ROOF OND FF. LINE O - — R- T.OM. T.OM. %� 2'-O° /TEXTURED ZTEXTURED TEXTURED 2585 RETURN FINISH w, FINISH ��„ FIN15H • AT SIDES MAIN FF. LINE - - - - - - - - - - - - - - - - - MAIN FF. I IIN TITLE • GRADE LINE GRADE LINE SIDE ELEVATIONS ROOF PLAN (A55UMED) (A55UMED) DETAILS BUILDING SECTION RIGHTELEVATION 5GALE: 118" - I'-0" nrrnrr�rr��uinm.r.w� • SHEET • U E ELE A ION "All 3A2 GARAGE RIGHT s r LLI:v ©:....: • Z� �z vi oho 111 W rvoo CD 6 12 12 E6 00 0 6 12 -SHINGLE 12 6 5HINGLE Tmmi ROOF ROOF PLT. HT_ - - - - PLT. HL_>= Z STUCCO _ /5TUCCO /5TUCCO 12 FIN15H FIN15H FIN15H ro { 5HINGLE 2 4 SECOND FF. LINE 5HINGLE gSECOND-FF. LINE OF 8 SEC ROOF OND FF. LINE O - — R- T.OM. T.OM. %� 2'-O° /TEXTURED ZTEXTURED TEXTURED 2585 RETURN FINISH w, FINISH ��„ FIN15H • AT SIDES MAIN FF. LINE - - - - - - - - - - - - - - - - - MAIN FF. I IIN TITLE • GRADE LINE GRADE LINE SIDE ELEVATIONS ROOF PLAN (A55UMED) (A55UMED) DETAILS BUILDING SECTION RIGHTELEVATION 5GALE: 118" - I'-0" nrrnrr�rr��uinm.r.w� • SHEET • U E ELE A ION "All 3A2 GARAGE RIGHT "n BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING Jr MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN OIL BRG. HGT IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISHI VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE i AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALi � i EXTERIOR FINISH WATER PROOF CAULKING iji PER BUILDER ;t PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wFgry� FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr 4011 906 lqlP SILL PLATE (SEE DETAIL B ��PA O 2 FOR OPTIONS) 0p� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE _ 2 � (ASSEMBLED FLASHING -\ WINDOW) , 2 i i FLASHING FLASHING DO NOT FLASH i OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL - 2X4'S @ 16" O.C. BRG EXT WALL - FLASHING TO EXTEND 36" - 7/16" O.S.B. SHEATHING EXTERIOR FINISH - BUILDING WRAP BEYOND PER BUILDER - FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING - FLASHING. 20" FLOOR TRUSS -2X8 TRIM BOARD STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST ° AND UP WALL BY 6" SEE STRUCTURAL FOR n CONNECTORS �24" FLOOR TRUSS �o. TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BOCK TYPICAL FLASHING AT BALCONY II WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE x 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISSEWS.COM TAMPA • DENVER CO U �o t� 01 co N ; I 0 0 O�(JM NMI.6 r N 0GLL M 0 0 0 c ~ a ��ti � 0-d C0 0 E I � � l�0 TYPICAL FLASHING AT BALCONY II WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE.• c� R703.2 WATER -RESISTIVE BARRIERw °q ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH "' 4 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF �.► .� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER bu- THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS m �0ii11��lil THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE �o.``e®.•�•• �7,� �,' EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 4 r �:7',t R703.8 FLASHING00 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT •'�0`: ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 's., �9�'•a..•••.' COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIORS FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: cmym 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT rvo 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 0 SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 0 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. I 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISSEWS.COM TAMPA • DENVER EST. 1994 F�-, WITH SECTION R702.7 OF THE CODE.• c� R703.2 WATER -RESISTIVE BARRIERw °q ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH "' 4 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF �.► .� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER bu- THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS m �0ii11��lil THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE �o.``e®.•�•• �7,� �,' EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 4 r �:7',t R703.8 FLASHING00 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT •'�0`: ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 's., �9�'•a..•••.' COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIORS FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: cmym 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT rvo 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 0 SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 0 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. I 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS o0 SHEATHING TEXTURE FIN15H COAT BROWN COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYER5 WRB WEEP SCREED TERMINATE 5ELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.5. 5ELF ADHE5IVE FLA5HING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING / i DO NOT FLASH OVER--/ BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING W. DIVERTER FLASHING MiV6 DRIP EDGE FASCIA NAILING FLANGE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) /— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOOAR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A / / / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED �- FLASHING SEAL TOPS OF JOISTS - UNDER DECKING (SEE DETAIL WP07) FIGURE 1: FLASHING INSTALLATION THRESHOLD \ za O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" CUT 2" DIAGONALLY OFF EXTERIOR FLASHING PER 3/4"-1" BEAD OF CONSTR. SHEATHING TEXTURED, PAINTED INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER EXTER. WALL FINISH FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN APPROVED WEATHER -RESISTANT FLASHING SEE UP JAMB 6". USE LIQUID NAIL BRAND PLASTER STOP FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING UNPERFORATED FLANGE 7/8" SPECIFIED (SEE DETAIL WP01) BEAUTY STRIP RC BY PLAN LOCATIONS) AT ENTRY SELF -ADHERED FLASHING, ABOVE ROOF 7/16" O.S.B. -7/16" O.S.B. FLASHING W/ TAR &0iL • SHEATHING EXTEND A MINIMUM 6" , `��®�®® ` CONT. GALV. "L" _ 0-1 CO:. VERTICALLY FROM s �_Y KEEP TOP EDGE OF WEEP FLASHING PER BOTTOM OF / / / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED �- FLASHING SEAL TOPS OF JOISTS - UNDER DECKING (SEE DETAIL WP07) FIGURE 1: FLASHING INSTALLATION THRESHOLD \ za O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" CUT 2" DIAGONALLY OFF IN ACCORDANCE WITH FLASHING PER ASTMC926 TEXTURED, PAINTED MANUFACTURES CUT SHINGLES 2" BACK FROM EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT UNPERFORATED FLANGE 7/8" SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP RC BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER ABOVE ROOF 7/16" O.S.B. -7/16" O.S.B. FLASHING W/ TAR &0iL • SHEATHING SHEATHING , `��®�®® ` CONT. GALV. "L" _ 0-1 CO:. s �_Y KEEP TOP EDGE OF WEEP FLASHING PER r MANUFACTURES SCREED 2" BELOW TOP OF \ _ / SPECIFICATIONS .✓ ; :✓ ; ; / OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SELF -ADHERED SHINGLE OVER TEXTURED, PAINTED EXTERIOR WALL FINISH�t HOLD EXTERIOR °n'r''. ;:' ;°' FINISH 2 ABOVE ROOF FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT '---DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL -- WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.6 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST SELF -ADHERED FLASHING FLOOR INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER R�OGe CONTRACT FRO°F °AGK METAL DRIP EDGE TO q %S, BE UNDER UNDERLAYMENT AT 9Fy0'9C,� <FS ROOF EAVES s�'2 °/Ni,y°sS °4' Ivo �1t stiq ° TYPICAL ROOF TOq� tioo o° \ IN, �N WALL FLASHING DETAILS�NG�JR4 NG��RS� 3FL0 �RS� \ 2N° G� co RAKE METAL DRIP EDGE y „ LINE VALLEY BY CENTERING 36" WIDE TO BE OVER 2 EAVESUNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. REMOVE � FIGURE 4: VALLEY DETAIL / r NOTE: \ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER CUT 2" DIAGONALLY OFF IN ACCORDANCE WITH UPPER CORNER OF ASTMC926 TRIMMED SHINGLE WEEP SCREED CUT SHINGLES 2" BACK FROM APPROVED WEATHER -RESISTANT VALLEY CENTERLINE REMOVE � FIGURE 4: VALLEY DETAIL / r NOTE: \ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 JOINT ONLY WEEP SCREED ASTMC926 APPROVED WEATHER -RESISTANT MAINTAIN APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN METAL FLASHING 3-1/2" BOTTOM OF MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 UNPERFORATED FLANGE 7/8" ACCORDANCE WITH ASTMC1063 BUILDING PAPER WEEP SCREED BUILDING PAPER , L' ABOVE ROOF 7/16" O.S.B. -7/16" O.S.B. SHEATHING &0iL • SHEATHING SHEATHING , `��®�®® ` 0-1 CO:. s �_Y KEEP TOP EDGE OF WEEP METAL 4. � (O 6o ro� SCREED 2" BELOW TOP OF FLASHING ®��''+ `•* ..P '� BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" • C x 0 JOINT ONLY WEEP SCREED C r Lo oaLo o MAINTAIN 0 Jo _j 05 METAL FLASHING 3-1/2" BOTTOM OF N'w 2c'o UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" L' ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING &0iL • DECORATIVE FINISH *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST ALL INSIDE AND OUTSIDE CORNER ®°®° ' °Q•® WILL NEED TO BE ®°p°® MITER CUT AND ® CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN ®•® ®°,� ° SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP BLOCK SCREED ` JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED • C x 0 150 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813 . 925 . 1300 'TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C r Lo oaLo o u.. 0 Jo _j 05 N'w 2c'o rooi L' >'JLo M Lm &0iL • ....• 0 0 `��®�®® ` 0-1 CO:. s �_Y :U °�• a -- 4. � (O 6o ro� z (D 0 ®��''+ `•* ..P '� ` JOB NUMBER 26002.246 CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED f )UBLE JOISTlwh'x'r"firhi AM BELOW 1 MiPz T«w F 1 SELF -ADHERED FLASHING0 SELF -ADHERED FLASHING ryt r;"r" 3 MIN O SELF -ADHERED FLASHING OUTSIDE CORNER M W0 >m 2585 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.5. O») ca�M DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813 . 925 . 1300 'TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c- - f )UBLE JOISTlwh'x'r"firhi AM BELOW 1 MiPz T«w F 1 SELF -ADHERED FLASHING0 SELF -ADHERED FLASHING ryt r;"r" 3 MIN O SELF -ADHERED FLASHING OUTSIDE CORNER M W0 >m 2585 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.5. O») ca�M V)00 N co u.. Ci o 00 INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW LU ,4s _; •.ter FINISH FLOOR OPTIONAL DETAIL ....• `��®�®® ` s :U °�• a -- WEEP SCREED DETAIL SCALE: NOT TO SCALE ®��''+ `•* ..P '� e```e SHEATHING w » W SELF -ADHERED FLASHING PATCH f )UBLE JOISTlwh'x'r"firhi AM BELOW 1 MiPz T«w F 1 SELF -ADHERED FLASHING0 SELF -ADHERED FLASHING ryt r;"r" 3 MIN O SELF -ADHERED FLASHING OUTSIDE CORNER M W0 >m 2585 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.5. 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC. REFER TO FLOOR FTYP. M4 AND M2 COPPER r0 PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL MO COPPER TO WATER HEATER UNDERGROUND "8 COPPER r0 RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY Ill/ APPLICABLE PROVISIONS of THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTFRICAL 'KED DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT cl FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN fp. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR b TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER _ ELECTRIC PANEL J� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU7 ROUGH -IN FOR OPT. CEILING FAN V J <1CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ t JROUGH-IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF 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 GFC.I. PROTECTED 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, NE.C. 2011, FB.C.R - 5tH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;RING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I it 1 it I L.__ Li / I STD. LIGHT OPT. FAN FAMILY ROOM </ W/ FAN / � OPT. \ LANAI \ \ UP To \ / FAN/ LIGHT I WALL MOUNT AT V-8" W.P. nTv GF.I. CM sD I - ROUGH -IN FOR OPT. FAN/LIGHT / I I 1-' HORIZ </ \% LIIGKHTT-UP MASTER SUITE _--m G.C. VERIFY LOCATION FOR (2) BAR PENDANTS VENT HOOP W.P. GRI. FOR PRE -WIRE MICROWAVE TO EXTERIOR T.U.G. SERVICE OUTLET +74" COACH ALIGHT 200 AMP AT'48 ELEC. IRRIG. 1 PANEL 50 GAL. � ~ OF WINDOWS � I O 1 LLNWDER IFY: LOCATION I I \ O OSAL SWITCH IS�—INK CABINET 1 I GF.I. PENDANT \ / ;�«, 1 AT 48 GARAGE (VERIFY I I \ 1 �- LOCATION) \ G.F.I.KITCHEN DINING cM 99FOYER \ / PUSHBUTTON FOR 1 GD. OPENER ---- PENDANT L---------- �` (VERIFY — — — — LOCATION) GF.I. COACH At 48" LIGHT W.P. GF.I. 1 i I / .P. GF.I. ROUGH -IN ENTRY WI GF.1. M. BATH J FAN/LIGHT I UTIL DEN I / r----1 r-----1 13'-0"x3-0" A/C I 13'-0"x3-0" A/C I 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. �s EST. 1994 �- (PAD (SEE MECA IPAD (SEE MEO. 0 (CONTRACTOR I ICONTRACTOR I LFOR LOCA— F_j LOR LOCA— A/C N DISCONN. mum Lyi rU4 1220 V. --fir--� W.P. Fl HORIZ MAKE-UP DIRECT VENT DRYER-1MAKE-UP LIGHT THRU EXT. WALL LIGHT G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARDWIRED PRE -WIRE MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT x l0 w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. �s EST. 1994 �- r- o J0q)O 0 J Lo 00) sm N L .'- >a �. L -1M a 6 LL 00 aRD 0 of �o E 4 �.(� cm J * m Z4. 60 r0C ZNLd' MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. �s EST. 1994 �- MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET 0 v5.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q, RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT r FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN iO EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) D PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR FQ TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHEW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. J4" (UNLESS ABV CO(NTERTOP) TELEVISION. ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 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 (GF.I). 6. IT IS THE KSPONS151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.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 -BUNKING 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/CARSON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MANt-W LIGHT G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRE -WIRE • JOB NUMBER 26002.246 • CAD FILE NAME LOT 180 x m w 10-19-16 REVISED C�U) 0 -J0�00 J co y i 0Mrn ■.. Lr �' co 22j04 13 iL • 0 0 . -0 L- m CO E � .X ro d, cy t J m 00 n ZNd' • JOB NUMBER 26002.246 • CAD FILE NAME LOT 180 ISSUED 10-19-16 REVISED =;�) EST. 1994 Fes- �9 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT 16 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAk FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEINTVER_ =;�) EST. 1994 Fes- �9 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX VDcX O r DRAWINGS RAVIvV FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES W OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. Q 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 TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. Q - -- -- ---- - - -- -- - - - - 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES I - THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. Z PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOU N DATION PLAN p (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. LU ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES W CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S3 DOWEL PLACEMENT PLAN z SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT o 0 CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE S4 FIRST FLOOR FRAMING PLAN N I-- 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 LATERALQQ Z d. 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. S4.1 NOTES a CONNECTOR LEGEND 0 THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 0 PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN W (j) 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. W CONFORMING TO ASTM A-615 GRADE 40.2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TOLO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE S5 LINTEL PLAN LU 0 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD SD 1 FOUNDATION DETAILS 4. ALL CONCRETE REQUIREMENTS ORRK SHALL BE IN REINFORCED CONCREDTENACI 318 LATEST ECE WITH "THE IDIDING TION,CODE 3. PREFABCATED WOOD AND LATEST EDT ION OF ANSI TPI 1. SSSS SHALL BE DESIGNED IN ACCORDANCE WITH THE SD2 GENERAL DETAILS z p- .. -- ......-. ...._ - "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS -� 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANSSD3 GENERAL DETAILS m W BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BYS D4 GENERAL DETAILS Q 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. «- 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS :N CENTER TO UPPER 1/3 OF THE SLAB, TOP CHORD: Lr = 16 PSF SD5 TWO STORY DETAILS ®�lIIII1/®`® ccwjft BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) LL `v�� ,� eeee® C� a. P 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR. BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) SD6 TWO STORY DETAILS 0 `°� .• ••®;y�j7'rr,, d LLI 00 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) T �+ Q� •Q. ®'••••2i0`� _ z FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF S' I '1 STAIR DETAILS �i : c� d®� � Q HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: 0% W p U OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) a * CEO , C - uj Q 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES 9 Q.:,> z y : O � z [] OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 7 '•• �• '+.. Q ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: •. ' . � r� ••••• ••••!� '��` } O MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES =15 PSF NUMBER DATE DESCRIPTION 'rie® p ®��®e , 00 'l 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT GRADE IN, TYPE 2, GENERAL LOADING O ATTIC WITHOUT STORAGE = 10 PSF C AND ELEV A WITH BONUS Q CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 CREATED ELEV. A, B, , PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 1 5/9/2014 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE MI OR S, CONFORMING TO ASTM C270 _ 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF q' 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/$/2014 CREATED ELEV, C W/ TRU$$WAY TRUSSES U) -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS W • SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSLDe. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA CREATED ELEV. C W/ BONUS TRUSSWAY ''''" "' RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/1$/2014 FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE d� -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TRUSSES O PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. U 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS o LESS THAN 2FT .BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12 O.C. MAX & 4' FROM 4 1/29/2015 CREATED ELEV. BSTD - TRUSSWAY TRUSSES z' z -- WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE RNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ 3 `t c CU O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE. PLYWOOD EDGES @ HIP CO Q O o POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND W 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS d 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X' BRACING ALONG TRUSS SPAN @ 10-0 MAX AND 5 1 /30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM F. EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'- o MAX FROM #1 HIP MASTER PER BILL YOUNGMAN S REQUEST ¢ COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 2 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 U� FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTSL ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 0 0 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 Z 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS PER TB -56 CO 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 0Q U) CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 0 -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 ADDED A/C CHASE TO CLOSET. AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. a 13. DO NOT APPLY UNIFORM (LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-63). T CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT ♦^ CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE W V/ 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d Uj TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND $ 1/26/2016 ADDED ALTERNATE DEN OPTION ~ Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE U U' INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12 TALL: 2x4 SYP #2 CONSOLIDATION. O W BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND SPEED (ULTIMATE) 139 mph DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED WIND REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IIN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR !PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5.OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IIS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/ SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 J WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 U) Z (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" ~ +) 18.4 + LU J (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 }� 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 p Z 0 6 Z��m cQ W LL J z '� O -� Q O U) Z .. J O V N W _ ¢ ~ 3:_ LU J � Z Lij z 8 W v! o = (.5 U) U Q Z p W IL2 Z Q Q Z O J 00 11 Z CD r W Z J O J Z W 0 � 0 N 0 � 1.-J M .. OJ W CO Z W w >- O LL -- 05 O H H W p W STRUCTURAL ENG: CFG / BAD DRAFTING F H -STRUCT: TNT QC CHECK: CC 1- Z JOB No. TM 2153273 -- W p SCALE: AS INDICATED _ DATE: 10/19/2016 W W S1 (12.7MM) GYPSUM BOARD. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 M �I 00 0 Z O O 0o I LO >_ �0� O F- U N A/C Tirv� o zo N 2 ) w 2 cv kt 10' 52'-4" 9'-0" 13'-8" 2 STORY FOOTING 75'-0" 0 M 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. _> 22 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. LL 0 4 O 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. O 412 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. co 2.5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. LU BARS & 3" MIN. COVER TO EDGE OF CONC O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z < z WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Q 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIIN. 2 HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48'"x12" dp w/ #5's EQUALLY SPACED EA. O Z 4 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O— O BARS & 3" MIN. COVER TO EDGE OF CONC. Z i- O54"x54'"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q to BARS & 3" MIN. COVER TO EDGE OF CONC. U Z Q O o 0 O60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W Q BARS & 3" MIN. COVER TO EDGE OF CONC. = LLJ Z (� SYMBOLS LEGEND 1 0 �-�— ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. z ~ TO TIE BEAM (6'-8" O.C. MAX U.N.O.). W O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG, TO TIE BEAM. Q Z * INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. LU W CDO INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. IL #5 CONT. FT.G TO TIE BEAM. — Z Q � Q Z o 00 u J 11"'00 z � 0 r LU Z JO 0W_j z CO D W 0 00 0 C4 O O .J Z , I o H J�OC z w> -0O w 0 ~ ~ ory cn � LU STRUCTURAL ENG CFG/BAD (� DRAFTING: F- STRUCT: TNT QC CHECK: CC Q_ T._--- ....... Z JOB No. TM- 2153273 W SCALE: AS INDICATED DATE. 10/19/2016 W FOUNDATION PLAN 1/411=11-011 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. FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 1- LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER -� MESH. MEETS OR EXCEEDS SPECIFICATIONS SET r0RTH IN CURRENT CODE EDITION. z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/M'IN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. (� LAP SPLICES SHALL BE NO LESS THAN 25". W W 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR " Z RECESSING DOOR SILLS. 0 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N i-- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE zz CL SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F - CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE a U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W W USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY LO COMMUNITY & COUNTY CODES. p O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z INSTRUCTIONS. - ...._ . ....-- - - --- ------ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. J M Ll.l 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED W DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO Q DETERMINE STEP LOCATIONS IF REQUIRED U= O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS W AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD e�N`,®®�1 j>Is a mm, FOOTING STEP DOWN AND CORNER INFORMATION.•. �•®••••®•®•5��91 2� ;op. +V" � ° acW CO 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE .°° r p J SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH Zo �Gs� L- �� IL1 _ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION _ • - : J O Q (j ao a:* 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER v% ` ® O; - LU Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS z Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �'' °°'••••••®° .° } 0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL A e'`` CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ �[ psis®` -i m LL FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. /!1111111 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). Q THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 3: Ul PSF, O 14, PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO W DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE ad' O cv STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. O 1.4 del N ( °? U Z" (FOOTING SCHEDULE Q Z :; ° cli a'. O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W." • BARS & 3" MIN. COVER TO EDGE OF CONC. Q U 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. _> 22 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. LL 0 4 O 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. O 412 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. co 2.5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. LU BARS & 3" MIN. COVER TO EDGE OF CONC O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z < z WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Q 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIIN. 2 HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48'"x12" dp w/ #5's EQUALLY SPACED EA. O Z 4 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O— O BARS & 3" MIN. COVER TO EDGE OF CONC. Z i- O54"x54'"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q to BARS & 3" MIN. COVER TO EDGE OF CONC. U Z Q O o 0 O60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W Q BARS & 3" MIN. COVER TO EDGE OF CONC. = LLJ Z (� SYMBOLS LEGEND 1 0 �-�— ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. z ~ TO TIE BEAM (6'-8" O.C. MAX U.N.O.). W O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG, TO TIE BEAM. Q Z * INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. LU W CDO INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. IL #5 CONT. FT.G TO TIE BEAM. — Z Q � Q Z o 00 u J 11"'00 z � 0 r LU Z JO 0W_j z CO D W 0 00 0 C4 O O .J Z , I o H J�OC z w> -0O w 0 ~ ~ ory cn � LU STRUCTURAL ENG CFG/BAD (� DRAFTING: F- STRUCT: TNT QC CHECK: CC Q_ T._--- ....... Z JOB No. TM- 2153273 W SCALE: AS INDICATED DATE. 10/19/2016 W FOUNDATION PLAN 1/411=11-011 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. 1'-4" V 8'-4" 4'-4" I II L I _'_ I III 1 1_ 4'-0" V 4'-0" V 4'-0" V 4'-0" [..#2'-0" V T-0" T-4" V 6'-8" V 5'-2" L1'-6" V 6'-8" .41 5'-8" T-0" zo 9I T-0" 6'-8" 6'-8" 6-8" 4'-8" T-2" 2'-4" 3'-4" V T-8" • I T-10" 4'-4" k T-4" U4 I m LL7 (1) CONT. #5 FROM TIE p BEAM TO FOOTING apt* ralU® 0 Vol MASONRY WALL - REINFORCING PER ®�°) ,"' ® ©.Z z (1) #5 @ TOP, BOTTOM PLAN (TYP). E u� —01¢ a -Z p U & 24" O.C. VERTICALLY ; o; 2 .' LU BETWEEN COLUMN v• O ~ Q AND MAIN HOUSE CMU d •••® •�g�`�e� Z Q MID -HEIGHT OF ••... .r ®®`� pi ® COLUMN M U_ 0 �°0°llrrilsu� SECTION VIEW J Q - 1 MASONRY COLUMN TIE IN Uo 1/2"=1'-0" w r� IL 0 �� co , N o o a a L'�O M UJI L M ""� o o 0 U) z � 0 0 LU ry Z z � L1J � W J�5� o o W06 U Z o < ` J v Jz o �- J o a -� �" Q�� = Lu W zLij (-) � 0 o w o _ U U) Q Z a W CO HrJ 11a LLI z 0 z a Q z 0 V o 1. 00 - Z 0� (1) #5 @ TOP, BOTTOM LY) LU 0 & 24" O.C. VERTICALLY ❑ = W W J BETWEEN COLUMN I— 0 Ocop AND MAIN HOUSE CMU LO 'S N m MID -HEIGHT OF a 0 Uj Z z LU O 0 COLUMN ❑ O W O F-2~ W o � cn U 0 W coW U DRAFTING: IX I— FILLED CELL Z J QC CHECK: CC 1-- JOB No TM - 2153273 Z- .__... - ----- -- ------ - ---- W SCALE: AS INDICATED PLAN VIEW DATE: 10/19/2016 U)W 1/4"=1'-0" ~ Z 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 O 2i F - T-0" 6'-8" 6'-8" 6-8" 4'-8" T-2" 2'-4" 3'-4" V T-8" • I T-10" 4'-4" k T-4" U4 I m LL7 (1) CONT. #5 FROM TIE p BEAM TO FOOTING apt* ralU® 0 Vol MASONRY WALL - REINFORCING PER ®�°) ,"' ® ©.Z z (1) #5 @ TOP, BOTTOM PLAN (TYP). E u� —01¢ a -Z p U & 24" O.C. VERTICALLY ; o; 2 .' LU BETWEEN COLUMN v• O ~ Q AND MAIN HOUSE CMU d •••® •�g�`�e� Z Q MID -HEIGHT OF ••... .r ®®`� pi ® COLUMN M U_ 0 �°0°llrrilsu� SECTION VIEW J Q - 1 MASONRY COLUMN TIE IN Uo 1/2"=1'-0" w r� IL 0 �� co , N o o a a L'�O M UJI L M ""� o o 0 U) z � 0 0 LU ry Z z � L1J � W J�5� o o W06 U Z o < ` J v Jz o �- J o a -� �" Q�� = Lu W zLij (-) � 0 o w o _ U U) Q Z a W CO HrJ 11a C7p z 0 z a Q z 0 V o 1. 00 - Z 0� (1) #5 @ TOP, BOTTOM LY) LU Z J O & 24" O.C. VERTICALLY ❑ = W W BETWEEN COLUMN I— 0 Ocop AND MAIN HOUSE CMU LO 'S N m MID -HEIGHT OF a 0 Uj z LU O 0 COLUMN ❑ O O F-2~ W o � cn U W f9 U DRAFTING: IX I— FILLED CELL Z J QC CHECK: CC 1-- JOB No TM - 2153273 Z- .__... - ----- -- ------ - ---- W SCALE: AS INDICATED PLAN VIEW T-0" 6'-8" 6'-8" 6-8" 4'-8" T-2" 2'-4" 3'-4" V T-8" • I T-10" 4'-4" k T-4" U4 I m LL7 (1) CONT. #5 FROM TIE p BEAM TO FOOTING apt* ralU® 0 Vol MASONRY WALL - REINFORCING PER ®�°) ,"' ® ©.Z z (1) #5 @ TOP, BOTTOM PLAN (TYP). E u� —01¢ a -Z p U & 24" O.C. VERTICALLY ; o; 2 .' LU BETWEEN COLUMN v• O ~ Q AND MAIN HOUSE CMU d •••® •�g�`�e� Z Q MID -HEIGHT OF ••... .r ®®`� pi ® COLUMN M U_ 0 �°0°llrrilsu� SECTION VIEW J Q - 1 MASONRY COLUMN TIE IN Uo 1/2"=1'-0" w r� IL 0 �� co , N o o a a L'�O M UJI L M ""� o o 0 U) z � 0 0 LU ry Z z � L1J � W J�5� o o W06 U Z o < ` J v Jz o �- J o a -� �" Q�� = Lu W zLij (-) � 0 o w o _ U U) Q Z a W CO HrJ 11a C7p z a Q z 0 00 o 1. 00 - Z 0� LY) LU Z J O J W I— 0 Ocop 2 'S N m o 0 Uj z LU O 0 O F-2~ W o � cn 0. W STRUCTURAL ENG: CFG / BAD U DRAFTING: IX I— -STRUCT: TNT J QC CHECK: CC 1-- JOB No TM - 2153273 Z- .__... - ----- -- ------ - ---- W SCALE: AS INDICATED DOWEL PLACEMENT PLAN- DATE: 10/19/2016 U)W 1/4"=1'-0" ~ S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W 'z d O Q N Z �- W W � O W O z m LV o � se o 011111111111W 0)t Lji 00 ski cA 1LL �•2 _ Z • O ,• J, Q U <, "' J Uj OCO �" • ••�Q •• _ Z •®•••004,00 ®`� W� . O z' PRd m U- 0 J _ J05 -� Q J06 'S p W • r J22 N O • r o J23 Q c t� C6 o J23 w U _ I'', N J23 Us J23 O z C� �® Z O J23 m > O z J22 u% Q J06 U� (,� W J05 L "_ U- 0 z r J y�O� ZO = .. Q O Za J � o WLU Vv; Jp o� W I~-- ._I z I- LL ©w 1-- o U) Q z 0 W Uri I Z a z O 00 J L 0 Z O r W z Z O Q Y 0 0000 �C4 O W m O-j_j W Z LL z LUQO= cn 0 F- h- o w STRUCTURAL ENG: CFG / BAD U DRAFTING: --.-----------..----- - I- STRUCT: TNT J QC CHECK: CC Z JOB No. - TM _2153273 FIRST FLOOR FRAMING PLAN W SCALE: _ - LU - - AS INDICATED U) DATE: 10/19/2016 W 1/4"=11-011 �-- 4 NOTE.. ESEPAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S 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. Uj 0 J Z W W 'z d O Q N Z �- W W � O W O z m LV o � se o 011111111111W 0)t Lji 00 ski cA 1LL �•2 _ Z • O ,• J, Q U <, "' J Uj OCO �" • ••�Q •• _ Z •®•••004,00 ®`� W� . O z' PRd m U- 0 J _ J05 -� Q J06 'S p W • r J22 N O • r o J23 Q c t� C6 o J23 w U _ I'', N J23 Us J23 O z C� �® Z O J23 m > O z J22 u% Q J06 U� (,� W J05 L "_ U- 0 z r J y�O� ZO = .. Q O Za J � o WLU Vv; Jp o� W I~-- ._I z I- LL ©w 1-- o U) Q z 0 W Uri I Z a z O 00 J L 0 Z O r W z Z O Q Y 0 0000 �C4 O W m O-j_j W Z LL z LUQO= cn 0 F- h- o w STRUCTURAL ENG: CFG / BAD U DRAFTING: --.-----------..----- - I- STRUCT: TNT J QC CHECK: CC Z JOB No. - TM _2153273 FIRST FLOOR FRAMING PLAN W SCALE: _ - LU - - AS INDICATED U) DATE: 10/19/2016 W 1/4"=11-011 �-- 4 NOTE.. ESEPAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S 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= BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. TO BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ZO BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS. AT EXTERIOR CONDITIONS BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 4. POSTJLVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 1 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW9 R ADJUST AS REQ'D TO MISS STUDS FRAME TO CMU 3140 3140 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN FRAME TO CMU BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3 rd. PT. EPDXY MIN. 5" EMBEDMENT STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %z" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE AO (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 <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN JO (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 OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. OR 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POSTJLVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21' 10d .148" x 3" 12d .148" x 31' 16d .162" x 32' 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH( PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH Iry/(6)10d NAILS & (14)4'x24' H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2"FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 S4,1 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS w/(18)10d x 12' NAILS OR H10A 1015 H10A 1340 ❑H10A 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 41 HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS El (2)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 RH2.5A w/(10)8d FRAME TO FRAME 535 600 El MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 R MGT w/(22)10d e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4"x24" TAPCONS El HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 R HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)1'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBED MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 21" NAILS w/$" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD PF NAILS 20R (3)HTS20 w/(24)10d x 1z" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE 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/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH Iry/(6)10d NAILS & (14)4'x24' H2x10 PLATE TAPCONS TOR LEGEND- ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2"FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 S4,1 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1'x24 TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) U) W10/19/2016 DATE: 16d NAILS H2x10 2)2x10 #2 SYP w/Z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) TOR LEGEND- 16d NAILS H2x12 2)2x12 #2 SYP w/2"FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) S4,1 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO h L U 4 U C C n 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. m W THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY Q W TRUSSES _ 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS LL ABOVE THE GARAGE. ``�ee�,1111111/A/0®i''� 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN w `e®� �� .,•b��'�i� �p a PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. O 4y°•° % '• .2/��s� OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ©�� Q;. = �- Y o CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOPC:) J z • Z _r DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW aw 'I� ass d - Q AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE ;'j Z Q O: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ( 'T °0 49 r1% �. W SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR i�d� °.°•.e° �,.•• `e Q TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS�i� ♦c p� ®� > O NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF _ ��a�tt�tlt, `ase � CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS m LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. J 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE Q 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 `►r✓? AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U) CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.y N O � BUILDER NOTE. ' IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z z° . TRUSS MANUFACTURERS LAYOUT C¢6"' o °" ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO Q C't PLACEMENT OF ANY TRUSSES C NAILING SCHEDULE: Oz Q ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 0 FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND o- tir 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR L LL TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE U Z SPACED NO MORE THAN 24" O.C. GABLE ENDS: U w ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. p � AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q7 06 � EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. O Z U „! Z z z z a EXTERIOR WALLS: 0O W SEE WF10/SD4 FOR MORE INFO. U U V Z NAILS: p Z� NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. j W OU H APPLICATIONS SHALL BE 8d 8d RING OR SPIRAL SHANK ALL OTHER SHEATHING EA G APPLI C Q �} HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ~ W Z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY H O Q TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL w �. BE IN ACCORDANCE WITH ASTM A 153. z P- APA SHEATHING NOTE: o W O 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED WO Z Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U fn WITH (3) 10d TOENAILS. Q z FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. ETES & CONNEC W W a Z Q Q Z O 00 J Go z O T,z W Z J O O_j z O W O 0000N O J Z I- O W LL z LULJ�O O U) O ~ H w STRUCTURAL ENG: CFG / BAD- -_ (,� DRAFTING: H -STRUCT: TNT _I QC CHECK: CC --- ------ I_, __ COPYRIGHT MCD 2014: The information contained in this; document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. H JOB No. TM - 2153273 z -- w D SCALE: AS INDICATED U) W10/19/2016 DATE: TOR LEGEND- S4,1 1/4"=11-011 I_, __ COPYRIGHT MCD 2014: The information contained in this; document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. o 0 J08 J09 J10 J11 J11 J10 J09 J08 4 F WSO4 SD5 o� o o O 4 A WSO4 SD5 O rn as A O oSTRAPS EXTERIOR FRAME WALL STANDARD 2ND FLOOR FRAMING SCHEDULE _. (TAYLOR MORRISON) ._1__________ WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE U- 8'-0" NOTES: 16" O.C. MAX Lu 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. M 10'4" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. M EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Q 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. Q W 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 Z REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE • %•®•e@** •®•s•••• *� 11 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 4. [] 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. m LL /Itlll►►r WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. Q � 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR J UI 0 TO FOLLOW THE DETAILS INDICATED BELOW" Z C� ilo a � OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS w O;► 1STRAPS1101 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 0 ZZ ¢ m c 0 � LU SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR ' Z SHEATHING IS NOT CONTINUOUS) v 0 0 N 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW 1iVS09/SD5 U.N.O. Z O U W WM 4 A WSO4 SD5 O rn as A O oSTRAPS OO 00 O r. 00 Co O O O O r N M M M co M M M M N O �}' O M pp �O O O J08 J09 J10 J11 J11 J11 J10 J09 A 3 J08 EXTERIOR FRAME WALL SCHEDULE _. (TAYLOR MORRISON) ._1__________ WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE U- 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. M 10'4" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. M EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Q 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 OVERDRIVE W 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 Z REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE • %•®•e@** •®•s•••• *� 11 MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. m LL /Itlll►►r Q � UI 0 C� ilo a � M v O;► 1STRAPS1101 ZZ ¢ m c 0 � LU • 2 1 �1 OO 00 O r. 00 Co O O O O r N M M M co M M M M N O �}' O M pp �O O O J08 J09 J10 J11 J11 J11 J10 J09 A 3 J08 LO W 0 0 Z_ 7..1,.__. m O EXTERIOR FRAME WALL SCHEDULE _. (TAYLOR MORRISON) ._1__________ WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE U- 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. M 10'4" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. M EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Q 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 OVERDRIVE W 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 Z REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE • %•®•e@** •®•s•••• *� 11 MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. LO W 0 0 Z_ 7..1,.__. m O O > W _ .... _. _._ ._1__________ U- 1111111111 i UJ M Wr ®�01 , d� °°®i° e" a 2� Z Q CO 6 i W 00 2 j Q �.� W ®� .,,� ` Z p • %•®•e@** •®•s•••• *� 11 I O m LL /Itlll►►r Q � UI 0 C� a � M v O;► ZZ ¢ m c 0 � LU • 2 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 0 0*0 0 �. Z c 0 O X IL W zL Z �( 0 (0 CL Lu ahs o LL Z z l'8 O�� UZ d o °N = w LL z �O ° USO Z 3 A WSO4 A 4 4 A WSO4 o W SD5 SD5 _ — U U z p W coa Z �( O z J 0 O 11 Z (' 00 ; W Z J 0 O -i Z 0�—C�tpW 0 M 0 00 0 MND O 00 p�Z W U _j LL 113 1 0 � Q0= U) ~ p cn 11 W o: STRUCTURAL ENG: CFG / BAD U DRAFTING STRUCT: TNT F- - - - -- QC CHECK: CC P JOB No TM - 2153273 Z_ _.. - - - --- o SCALE AS INDICATED ROOF FRAMING P U) DATE: 10/19/2016 W 1/4"=1'-0" NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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, LC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") �-- AT CORNERS PRECAST "U" PROVIDE LINTEL W/3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS �-- ��- — d. e a � •� d BOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 a ROUGH OPENING PER PLAN o d — METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 LL d° 04 d W th 2 W •Q 'dO d d° 4_ �. d d ------ TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED ^I-- STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL.w/ 3000 psi CONC. w/ 1 #5 DIA. REBAR A4f!1 °.. GRADE 40 GRADE 60 �• d � LAP SPLICE BEND 0 LENGTH . dA. . ' NO -SHEAR WALL T OPENING A d TYP( 3AL SHEAR WALL SEGMENT "B" 11C,1 d ' • .. d . e . 4- LINTEL PER PLAN ''d ` ' { :.r. '' d n 41/4 d 18 • 1 21/2 4 91/2 o d .A 55/8 121/2 24 #5 31/8 A4f!1 TYPICAL ° I. GRADE 40 GRADE 60 �• d LENGTH LAP SPLICE BEND 0 LENGTH . dA. a . NO -SHEAR WALL T OPENING 11C„ TYP( 3AL SHEAR WALL SEGMENT "B" 11C,1 "D" ' • 41/4 e . 4- LINTEL PER PLAN ''d ` ' { :.r. '' T.- 41/4 TYPICAL ° I. GRADE 40 GRADE 60 �• BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH . dA. "All : d� 11C„ 'f D" .All "B" 11C,1 "D" ' 17/8 41/4 7 LINTEL PER PLAN ''d ` ' { :.r. '' T.- 41/4 91/4 18 • 1 21/2 4 91/2 20 d .A 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 '?, TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "B" 11C„ 'f D" .All "B" 11C,1 "D" ' 17/8 41/4 7 LINTEL PER PLAN ''d ` ' { :.r. '' • 41/4 91/4 18 • 1 21/2 4 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 '?, ° ,' - TRANSOM OPENING #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 FRAME INFILL AROU 35 51/4 21 3/4 42 WINDOW BY BUILDER SEE DOWEL PLAN FOR ` SEE WF01/SD1 FOR /,' '"• FILLED CELL INFO. MIN. (1) IS REQ'D ON MORE INFO ` EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER ? — TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 , DOOR OR WINDOW OPENING r; •. • '' HANGER @ EA. END. W/ MAX. OPENING 4 FT• : '' '' (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "B" 11C„ 'f D" .All "B" 11C,1 "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 1 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 21 3/4 42 LAP SPLICE <4 o d d V a e d d: M+ $ go d EMBEDDED L STANDARD 90° HOOK U STANDARD 1810° HOOK #3=2Y2' #4=2Y2' #5=2Y2' #6 = 3" #7=3Y2' �— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING XX 8'-4" 6-4" Ilk PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE �- LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES o ;LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B W24 -113/8F24-013 8F32-1B/8F32-0B 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2 (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Q --- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. W T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 cn 4. T THAN w 4'-0' 860 1651/1349 5365/1999 7342/3123 10000/4249 LINTEL MIN. DEPTHS ARE CALLED OUT ON (LINTEL PLAN. IF DEEPER LINTEL INSTALLED H INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. ' 0 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z p_ 8'-0" 354 726/699 1843/1625 3486/2255 6205/ 2885 ADEQUATE FOR THE LOADS. O 9'-2" 315 618/535 1533 /1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. _ 11'-2" 255 471 /352 1075/ 1075 1838/ 1567 2883/2003 a 12'-0" 239 418/297 1075 / 1045 1838 / 1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 0 13'-4" 0 328/0 1234/0 1779/0 2662/0 U 14'-0" 0 292/0 1160/0 1660/0 2439/0 O z_ 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS o 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSL m W 20'-0" 0 180/0 598/0 1024/0 1441/02. Q 20'-8" 0 145/0 550/0 981/0 1376/0 f PRESTRESSED LINTELS = 6000 psi. p 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22 22'-8" 0 110/0 450/0 824/0 1147/0 O c► RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE i�+ CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH 1900 PSL W c� 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE p ``e�®llilllplar/o% ® a w 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 4, ®,' l�.�Js��✓ � J o 3'" 1230 / 1230 2769 / 2769 4085 / 4085 '� Z -0 �� •® �/fv 00 = " LINTEL DESIGNATION SCHEDULE ,L '•., o 3 -4 1081 / 920 2769 / 1716 4085 / 2839 4'-4" 846/833 2121/1716 3127/2839 2 O / .. 5'-4" 664/572 1761/1761 2595/ F = FILLED WITH GROUT co 2595 LINTEL U oc, Q Z p 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED �' Z Q T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ' �.• `` 0 8'-4" 415/235 1152/1152 1694/1552 A O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY ••.•��®®�®®.••� m LL 8F16 -113/11T O 8F8-1B/1T--QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH 5 O TYPE DESIGNATION LU Ow 1r E 8RF14-0B/1T a � O ��'' f'�GM OF 8F16-OB/1T 1-1/2" CLEAR O� �6 U c0 8F20-1B/1T W 0 ..; Q '' c O x #5 REBAR AT TOP MIN. (1) REQ D o , O 8F20-OB/1T C) .., Mca Q z C.M.U. 0 8RF22-1B/1T g ° GROUT dC U 0 z d #5 REBAR AT BOTTOM OF LINTEL Q O 81724-1 B/1 T CAVITY Uy' O 8RF22-0B/1T �I` �I` BOTTOM REINFORCING PROVIDED U- 0 7-5/8" ACTUAL IN LINTEL (VARIES) W a 8" NOMINAL WIDTH. Z -. MO 8F24-OB/1 T O FILLED � 8RF30-1 B/1T > NO 0 0 8F32-1B/1T 1-1/2" CLEAR a O 8RF30-0B/1T QOf H _ #5 REBAR AT TOP MIN. (1) REQ'D f' Z O 8F32 -0B/1T Q Q C.M.U. z � cn 8F38-1B/1T ° W Oz o Z`� c 8F12-1B/1T `- Q 06 O BOTTOM REINFORCING PROVIDED W �3 O 81740 -0B/1T O �5 �$ 7-5/8* ACTUAL IN LINTEL (VARIES) Z n 0 8F8 -0B/1T 8 NOMINAL WIDTH O x UNFILLED —� Z a O 0W O a SAFE LOAD TABLE NOTES _ 1- Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED H J Z Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211 .. SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 12. 0 = NOT RATED. Z l— 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 8 LU 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 = - 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. ? 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY � LL! CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF U) SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER (LINEAR FOOT. Z Q fl I a Z O O00 C 11 J L z T_Z 0 LU Z J O 0I�J � 01W z 0 000 LINTEL PLAN F- 3: C114 toNW) IM 0 Ix 1/8-1 0 0W� 4O= W O CLW STRUCTURAL ENG: ^ CFG / BAD -_— U DRAFTING: F STRUCT: TNT J QC CHECK: CC Z JOB No. TM- 2153273 W SCALE: AS INDICATED 0 Cn DATE: 10/19/2016 W iY D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0., 5 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 w ae a a d (1) #5 FROM FTG. TO TIE BEAM SPLICE TO SEE PLAN FOR STAIR TIE BEAM SPLICE TO BE MIN. 25" GROUTNis 00 _ a e' rte.. BE MIN. 25" GROUT CELL SOLID 4 . CELL SOLID MASONRY WALL MASONRY WALL SEE PLAN a ' .Jd SEE PLAN CONCRETE SLAB PERCONCRETE em bo GRADE z O rn c � SLAB PER FOUNDATION PLAN ��4 /w/nn FOUNDATION PLAN I ANCHOR BOLTS ARE I i w CZ 1/2" J -BOLT W/ MIN. 6" VARIES SEE PLAN em° "° .4 I .4 .q. '.p a mle 00 (2) #5 CONT. W 3'� I —_ — °oa • .. � a GRADE I -III—III—III—III—I Q ma.,,, — r ° F2 DEEP MONO INTERIOR STEP DOWN W — FILL @ 95% STANDARD —ttlI Z 0 1'4" ea d . .e 4ao I 1-110 b I FTG SHALL BE V-4" WIDE w/(3) #5 BARS FLUSH w/ FOUNDATION WALL SCHEDULE OF$ (2) #5 BARS CONT.114 z (2) #5 BARS CONT. W/ 3" COVER TYP. 3 COVER CLEAN COMPACTED W/ 3 COVER TYP. z O FILL @ 95% STANDARD I... 1'-4" DENSITY WHERE 2ND STORY OCCURS, FTG BELOW �--- SHALL BE 1'4" WIDE w/(3) #5 BARS U)/-�/I FO'fl TYPICAL EXTERIOR FOOTING /N1F02\ TYPICAL GARAGE CURB FOOTING b 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER z CONIC. SLAB PER 8" a FOUNDATION PLAN w 1'4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS IFO FOOTING @ SHOWER AT MASONRY 4., GARAGE -------� TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN 4" 1-` y d Q e 3/4"=1'-0" 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. a, d° GRADE a THICKENED EDGE FILLED CELL PER PLAN - -- ---- --- -' GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE OR PAVERS :I (III I I eI I I I I`I I I `— CLEAN COMPACTED - I FILL @ 95% STANDARD DENSITY 8" 3" COVERTYP. 8" x 8" THICKENED Ir 01-- EDGE w/ (1) #5 CONT. v�rvol I THICKENED EDGE l7a GARAGE DOOR 4NFOOTING A ENTRY MASONRY COLUMN II— F_ x H] O U i•) CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" 3/4"=1'-0" 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING PIPE •d , GRADE 3/4"=1'-0" w ae a a d '• e ad W SEE PLAN FOR STAIR . 4, ad EWE "M 04'a 00 _ a e' rte.. — •�U— — .� IF BRG. WALL ABOVE- 4 . a ..�a �' g 1-1/2" COVER) HOLD BRG WALL BACK 2x BRG WALL PER I1 ° a ' .Jd LLJ w m g 4° em bo GRADE z O rn c � ••'_ b, C a .I'' e G /w/nn Cl)Lij I ANCHOR BOLTS ARE I i w CZ 1/2" J -BOLT W/ MIN. 6" lil I I lil Z-011 em° "° .4 I O O UL (2) #5 CONT. W 3'� I —_ PLAN AND BEARING - COVER TYP. > O. I -III—III—III—III—I Q CLEAN COMPACTED F2 DEEP MONO INTERIOR STEP DOWN W 3�' COVER FILL @ 95% STANDARD � os MNI� 1'4" DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS FO'fl TYPICAL EXTERIOR FOOTING /N1F02\ TYPICAL GARAGE CURB FOOTING b 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER z CONIC. SLAB PER 8" a FOUNDATION PLAN w 1'4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS IFO FOOTING @ SHOWER AT MASONRY 4., GARAGE -------� TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN 4" 1-` y d Q e 3/4"=1'-0" 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. a, d° GRADE a THICKENED EDGE FILLED CELL PER PLAN - -- ---- --- -' GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE OR PAVERS :I (III I I eI I I I I`I I I `— CLEAN COMPACTED - I FILL @ 95% STANDARD DENSITY 8" 3" COVERTYP. 8" x 8" THICKENED Ir 01-- EDGE w/ (1) #5 CONT. v�rvol I THICKENED EDGE l7a GARAGE DOOR 4NFOOTING A ENTRY MASONRY COLUMN II— F_ x H] O U i•) CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" 3/4"=1'-0" 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING PIPE •d , GRADE 3/4"=1'-0" BE 20" WIDE NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP w ae a a d '• e ad W SEE PLAN FOR STAIR . 4, ad EWE "M 04'a 00 _ a e' rte.. — •�U— — .� IF BRG. WALL ABOVE- '° .' ' #5 @ EACH STEP (MIN d I . a ..�a �' g 1-1/2" COVER) HOLD BRG WALL BACK 2x BRG WALL PER I1 2x BRG WALL PER a LLJ LU Z -._-... _-......... - - wSCALE o s UPLIFT CONNECTORS 111 a =III=I I i SUCH AS SP's, H's, AND Cl)Lij I ANCHOR BOLTS ARE I I I I I l — I 1/2" J -BOLT W/ MIN. 6" lil I I lil Z-011 NOT EXPOSED TO SD1 SO GYP FINISH IS (2) #5 CONT. W 3'� I —_ PLAN AND BEARING - COVER TYP. PLAN AND BEARING I -III—III—III—III—I Q - (2) #5 BENT BARS w/ F2 DEEP MONO INTERIOR STEP DOWN W MIN. 25" LAP SPLICE � os MNI� PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE OF$ WALL SCHEDULE z z O I... REQ'D f1 o BELOW �--- U)/-�/I Q ti a a 2 MIN 4" Qo�t- F- Uj F_ z Z o W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" U I 0 O W = U. FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" I `-t Q _ z FOUNDATION PLAN W CONC. SLAB PER E•- CONCRETE SLAB PER w FOUNDATION PLAN w o Q FOUNDATION PLAN w g z Q 2x PT SILL PLATE O J 0 2x P.T. SILL PLATE 0 ` 1 0 0 z 0 r d a LU :5 > w W F_ z J Q R O J a C Ld _V HPI 0 W H M W ,, 0 00 0 � 2 N m a e o OLU z LU O_ O ■ 45 _ ; d a ° a ° .• a '•. 4 I I -I _III—I I—II o .. ° III—IIII I— I I- /LII N ' —_— _ _ — _ =III—III—I —I CL_I _I�—� I d.•ao I I_II 1-1 I III—III I � I— ; U _I-1 IF'1' I — �— I I—I (I(IIII—'III—III _-I I—II I I S (_ —I � III III-- I II,,,LI16 o :: ' y 8" 8" Q '.. CLEAN COMPACTED o (2) #5 BARS CONT. w/ 3" $ CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARD U COVER TYP.; AT 8 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY O COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE J BARS REQID P. FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP FATYPICAL STEP FOOTING DETAIL ##5 CONTINUOUS INTERIOR FINISH PER ARCHS ON EA. SIDE OF #4 BAR @ 48" O.C. W/ WALL SLAB 2" BEND INTO 2 1/4" r - CONCRETE SLAB w ae a a d '• e ad W SEE PLAN FOR STAIR . 4, ad EWE "M 04'a 00 _ a e' rte.. — •�U— — .� _ a... ' '° .' ' #5 @ EACH STEP (MIN d I . a ..�a �' g 1-1/2" COVER) COVER ON CHAIRS 44 e' 4d d 4 I I1 �.J/ a —I LU Z -._-... _-......... - - wSCALE o s UPLIFT CONNECTORS 111 a =III=I I i SUCH AS SP's, H's, AND Cl)Lij I ANCHOR BOLTS ARE I I I I I l — I i i iii—iii NOT REQ'D ON WALLS lil I I lil Z-011 NOT EXPOSED TO SD1 (2) #5 CONT. w/ 3" (2) #5 CONT. W 3'� I —_ — 16" MIN. _ - COVER TYP. COVER TYP. I -III—III—III—III—I BOLTS PER PLAN. - (2) #5 BENT BARS w/ F2 DEEP MONO INTERIOR STEP DOWN W MIN. 25" LAP SPLICE FATYPICAL STEP FOOTING DETAIL ##5 CONTINUOUS INTERIOR FINISH PER ARCHS ON EA. SIDE OF #4 BAR @ 48" O.C. W/ WALL SLAB 2" BEND INTO 2 1/4" r - CONCRETE SLAB TOP (2) #5 x 4'-0" CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE LOOP TIE (TYP.) 3/4"=1'-0" PVC OR SCH40 SLEEVE a VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a' A � 4v a �e A4 . a q e 4 Al .'. 4 . q a 4 a .p ° 4 14 J. 4' e d 4e o 0o W AFOkBEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BEARING ° 3/4"=1'-0" 3/4"=1'-0" 3/4"=1®`,%`��i N a Cl) o Gj 6 i 2 z w s cWU d `` Q. 4 2 U J LU C d �� C*' ' �'` to Q MASONRY WALL o Td �° �w z •® •• Q M SEE PLAN ' _ ��>< P 0 `,.s , W O CONC. SLAB PER (1) #5 FROM FTG. TO 00 a °.. SLOPEFOUNDATION PLAN TIE BEAM MIN. 25 #5 CONT.PER MFG SPLICE GROUT CELL Q REINFORCEMENT SEE SOLID PER PLANS FOUNDATION PLAN FOR QUANTITY �. O THRESHOLD PER MFG4 W t#5 x 25 x 25 CORNER 0 4'd BAR, ONE FOR EA. w d p' d� a HORIZONTAL CONC. SLAB PER w — I =1 b d I= I— O _ REBAR, TYP. U.N.O. FOUNDATION PLAN TYPICAL CORNER BAR DETAIL (TOP VIEW) NOT USED TOP (2) #5 x 4'-0" - CENTERED AT PIPE PENETRATION 3/4"=1'-0" PVC OR SCH40 SLEEVE I —_ .. — - — _ a' •- p -I =I = _ I I == I = PIPE, PERPENDICULAR TO FND i I = - ch g CON I — TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I I = I - FOOTING PER PLAN - z I—III= — =I I=III=III=I CENTERED AT PIPE Ln - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 –I 11=1 I I—III- � _ I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I I I i III — I I I I IIIIII=III-I THAN THE FILL C�ITY %STANDARD _I (I— (= SEAN I ° ° 4 ° PENETRATING PIPE (SIDE VIEW) DENSi— FOR SIZE—� 1 �. �•° .� (FRONT VIEW) PVC SLEEVE —III_ & REINF. —MI PIPE VERTICAL THRU FDN��_ =_ 4 a ISI ° °Ij-II ARTYPICAL FOUNDATION PENETRATIONS —I I--III-III=�1 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the express ;�. SLOPE d PER MFG SLOPE EXT. SURFACE OR GRADE 1/4" PER FOOT AWAY FROM BUILDING ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL P.T. BOTTOM PLATE PLAN \rMtI, W SEE PLAN FOR STAIR INFO. IF CONCRETE 04'a STAIRS ARE FORMED & (� ,a POURED, PROVIDE (1) _ a... ' '° .' ' #5 @ EACH STEP (MIN d I (3) #5 CONT. W/ 3" MIN - 4 e a ..�a �' g 1-1/2" COVER) COVER ON CHAIRS w� OC CHECK CC �.J/ G �: .Is1 •� Z -._-... _-......... - - wSCALE o s UPLIFT CONNECTORS 111 a =III=I I i SUCH AS SP's, H's, AND z 3 I ANCHOR BOLTS ARE I I I I I l — I i i iii—iii NOT REQ'D ON WALLS lil I I lil Z-011 NOT EXPOSED TO SD1 UPLIFT FORCES. CLEAN COMPACTED SHEARWALLS FILL @ 95% STANDARD REQUIRE ANCHOR DENSITY & TERMITE BOLTS PER PLAN. TREATED F2 DEEP MONO INTERIOR STEP DOWN TOP (2) #5 x 4'-0" CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE LOOP TIE (TYP.) 3/4"=1'-0" PVC OR SCH40 SLEEVE a VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a' A � 4v a �e A4 . a q e 4 Al .'. 4 . q a 4 a .p ° 4 14 J. 4' e d 4e o 0o W AFOkBEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BEARING ° 3/4"=1'-0" 3/4"=1'-0" 3/4"=1®`,%`��i N a Cl) o Gj 6 i 2 z w s cWU d `` Q. 4 2 U J LU C d �� C*' ' �'` to Q MASONRY WALL o Td �° �w z •® •• Q M SEE PLAN ' _ ��>< P 0 `,.s , W O CONC. SLAB PER (1) #5 FROM FTG. TO 00 a °.. SLOPEFOUNDATION PLAN TIE BEAM MIN. 25 #5 CONT.PER MFG SPLICE GROUT CELL Q REINFORCEMENT SEE SOLID PER PLANS FOUNDATION PLAN FOR QUANTITY �. O THRESHOLD PER MFG4 W t#5 x 25 x 25 CORNER 0 4'd BAR, ONE FOR EA. w d p' d� a HORIZONTAL CONC. SLAB PER w — I =1 b d I= I— O _ REBAR, TYP. U.N.O. FOUNDATION PLAN TYPICAL CORNER BAR DETAIL (TOP VIEW) NOT USED TOP (2) #5 x 4'-0" - CENTERED AT PIPE PENETRATION 3/4"=1'-0" PVC OR SCH40 SLEEVE I —_ .. — - — _ a' •- p -I =I = _ I I == I = PIPE, PERPENDICULAR TO FND i I = - ch g CON I — TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I I = I - FOOTING PER PLAN - z I—III= — =I I=III=III=I CENTERED AT PIPE Ln - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 –I 11=1 I I—III- � _ I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I I I i III — I I I I IIIIII=III-I THAN THE FILL C�ITY %STANDARD _I (I— (= SEAN I ° ° 4 ° PENETRATING PIPE (SIDE VIEW) DENSi— FOR SIZE—� 1 �. �•° .� (FRONT VIEW) PVC SLEEVE —III_ & REINF. —MI PIPE VERTICAL THRU FDN��_ =_ 4 a ISI ° °Ij-II ARTYPICAL FOUNDATION PENETRATIONS —I I--III-III=�1 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the express ;�. SLOPE d PER MFG SLOPE EXT. SURFACE OR GRADE 1/4" PER FOOT AWAY FROM BUILDING ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL (2) #5 BARS CONT. I =III=1 I I—III III— I W/ 3" COVER TYP.; @ 2 -STORY CONDITION 10, (3) #5 BARS w/ 20" WIDE FOOTING CLEAN COMPACTED FILL @ 95% STANDARD DENSITY *FlFOOTING AT INTERIOR BEARING WITH CMU z W a�' Q _ U � O o /, Aly0 z<U C.-... IF�—F '11 0 U h�-�r• p -I - W 3/4"=1'-0" 3/4"=1'-0" a (� /" -STRUCT: TNT w� OC CHECK CC �.J/ H JOB No TM 2153273 Z -._-... _-......... - - wSCALE o AS INDICATED U) U) -- DATE: 10/19/2016 T z 3 NOT USED SD1 ;ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W U) D W Q 06 � os MNI� Q OF$ z z O I... f1 o �--- U)/-�/I Q ti a a 2 Qo�t- F- Uj F_ z Z o W U O 0 O W = U. U Q z W o Q Z O J 0 0 ` 1 0 0 z 0 r W F_ z J Q R O J a C Ld 0 W H M W ,, 0 00 0 � 2 N m o OLU z LU O_ O ■ p LL cn �- W STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: TNT OC CHECK CC Q H JOB No TM 2153273 Z -._-... _-......... - - wSCALE o AS INDICATED U) U) -- DATE: 10/19/2016 T NOT USED SD1 ;ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d U) LU 4; Q LL a d �1• < �..: d 11• W .. j z ENTIRE COLUMN TO a w BE GROUT FILLED U.N.O. W d d e r� 4 - 4 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c (1) #5 VERTICAL IN i GROUT FILLED CELL (IF REQ'D PER PLAN) E c NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ — 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW 4 CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ..., ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHII` ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1: CONT. F1 KNEEWALL ABOVE MASONRY WALL ARCH PER ELEV (�11 END VIEW w/ CMU �— HEADER (SEE PLAT` 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR CONT. ROOF SHEATHING NAIL PER PLAN CENTERED STRUCTURAL D THREADED RO PLAN / BEARINI SHEATHING ON BOTH SCHEDULE. ON REQUIRED WHI 716" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF' WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE Z WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O C 5-1/2" EMBED. AT EA. G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. TRUSS PER PLANS IBEFORE DORMER FRAMING IS INSTALLED. ANCHOR. (1st BOLT TO document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC BE 8" MAX. ABV, CURB, REST EQ.SPACED —24" O.C.) DT RACG DI A' 1/2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END 7/16" O.S.B. EA. SIDI ARCH PER ELEV - 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" Vl� BEARING/ SHEARWALL CONNECTION TO CMU SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 2x STUDS @ 16" O.C. FOR KNEE WALL <3> (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL' w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED" TITEN HD ANCHORS w/ MIN. 1 !'EMBED. FOR HOLLOW BLOCK OR 3 -1' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR -1" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL �y(2) 2x PLATE (2) 2x TOP PLATE 1x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ F OLSTA18 2 2x #2 SYP SEE PLAN OSTRUCTURAL MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ CONT. ROOF SHEATHING NAIL PER PLAN ILOCKING ATTACH TO STRUCTURAL D FOR BEAM SIZE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS '� SHEATHING ON BOTH BELOW AND CONNECT w/ HTS20 @ 32" O.C. ; SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF j FRAMING DETAIL SIDES FROM TOP OF JAILS WALL TO BOTTOM OF SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR � ( BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER Z RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 HEADER O NAILING SCHEDULE O SIDE &TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SPI CLIPS AT BASE ARE REQUIRED VF4KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS �B01A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" 12 SEE PLAN ---------� A/C UNIT AND PAN MIN. 24" BY SUPPLIER MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" PRE -CAST LINTEL PER LU PLAN E— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 .i Q 2x8 3/16" x 3" 12" O.C. 2 H Z LU FASTEN PT 2x NAILER TO MASONRY NOTES`. w 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x V BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @12" ❑ O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0 (1) 2x OR (2) 2xBUCKLO OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS Uj TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O SPECS Z M W W o, �0 1�i1® cu 0) 00 — SHEATHING PER PLAN STRUCTURAL ^ `�a•�,•� o!•••y/c�j�� (: J Z — TYP. TRUSS TO FRAME SHEATHING r� �u'r -4- O� 1211 CONNECTION PER TYP. TRUSS TO FRAME =� o'U STD. CONNECTOR CONNECTION PER ",,�'" •;-j s LLi Q NOTES STD. CONNECTORay� ••• e Z p NOTES Q 0 — FRAME OUT TO BLOCK �••••••....®•®'�•tC,S`` ® OO EDGE AS REQ'D FRAME OUT TO BLOCK EDGE pJ''�/* t' I PRQea ` m u Q 1 (2) 2x TOP PLATE _ 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN ~ — (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32 FOR BEAM SIZE (ONLYO O.C. & 6 FROM EACH FOR BEAM SIZE IF OPENING PROVIDEDwC END PER PLAN) d 'O J•. ce) MIN. 2x4 SPF #2 KNEE'T O WALL w/ STUDS 16' U B % 2x PT BOTTOM O.C. w/ STRUCTURAL RAL ❑w z PLATE SHEATHING FROM Q i 0 TOP OF WALL TO PRECAST LINTEL OR " KNOCK OUT COURSE BOTTOM OF WALL. • ATTACHED PER NAILING SCHEDULE aC� U .a _ ull',Ilil �,Cs MASONRY WALL OTHERWISE SP2 CLIPS + � , — BUILDER FRAME AT TOP AND SP1 CLIPS 04 RADIUS AS REQ'D AT BASE ARE REQ'D O® cn � Z O Q m KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL > 0 MIN. 24" MAX 48" 3/4"=1'-0" 3/4"=1'-0" d W �^ � v, ROOF SHEATHING U z ATTACH PER NAILING 0 SCHEDULE W— Q w STANDARD TRUSS < W TOP CHORD VARIES O Z �— TRUSS WEBS NOT zJ SHOWN FOR CLARITY PRE-ENG.TRUSS PER U Q Z ¢ a PLAN, 24" O.C. MAX O 2x4 #2 SYP CROSS O BRACING (AT 45°) W/ ROOFING MATERIAL w W U F (3) 12d NAILS TO RAT PER ARCHS _ Q W z z� RUNS. TYP EACH SIDE _ SEE FRAMING PLAN J 01 CONDENSATE FOR CONNECTION �_ W INFO w F— � n SUPPLIER DISPOSAL BY A/C SEE ELEVATION Z I•— t,,/ TOP OF MASONRY W CONNECTION TO BE SUPPLIED BY A/C p _ COMPANY SEE ARCH PLANS FOR U W OVERHANG INFO U Q Z_ (2) 2x4 #2 SYP ❑ BLOCKING W/ SIMPSON RE. ELEV. W A34 OR LUS24-2 EACH FOR O.H. O END TYP. SINGLE TIE -BEAM IL W/ (1) #5 CONT. -- GROUT SOLID 0 Q Ip U)O Z w O O 11 PRE -MANUFACTURED @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F F OLSTA18 ROOF SHEATHING FOR STRAP r ijOC CONT. ROOF SHEATHING NAIL PER PLAN D PROVIDE 2x4 BLOCKING w/ 2 NAILS EACH END P 16d C O D D PF TRUSSES BELOW WHEN TO TO CHORDS O USS S I BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS '� f BELOW AND CONNECT w/ HTS20 @ 32" O.C. ; PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H ty A J F D H A 2x PLATES OVER ROOF DECK PER VALLEY f K j FRAMING DETAIL r B DOUBLE TOP PLATE B y C H SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR � CLEAR BETWEEN FLUE RAFTER E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E Z STRUCTURAL SHEATHING PER PLAN AND ROOF Q FINISH PER ARCHSFIN �. ' MIN. H2X6 G G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 HEADER O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6 O.C. STAGGERED OFO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS IBEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC 3/4"=1'-0" 12 SEE PLAN ---------� A/C UNIT AND PAN MIN. 24" BY SUPPLIER MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" PRE -CAST LINTEL PER LU PLAN E— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 .i Q 2x8 3/16" x 3" 12" O.C. 2 H Z LU FASTEN PT 2x NAILER TO MASONRY NOTES`. w 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x V BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @12" ❑ O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0 (1) 2x OR (2) 2xBUCKLO OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS Uj TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O SPECS Z M W W o, �0 1�i1® cu 0) 00 — SHEATHING PER PLAN STRUCTURAL ^ `�a•�,•� o!•••y/c�j�� (: J Z — TYP. TRUSS TO FRAME SHEATHING r� �u'r -4- O� 1211 CONNECTION PER TYP. TRUSS TO FRAME =� o'U STD. CONNECTOR CONNECTION PER ",,�'" •;-j s LLi Q NOTES STD. CONNECTORay� ••• e Z p NOTES Q 0 — FRAME OUT TO BLOCK �••••••....®•®'�•tC,S`` ® OO EDGE AS REQ'D FRAME OUT TO BLOCK EDGE pJ''�/* t' I PRQea ` m u Q 1 (2) 2x TOP PLATE _ 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN ~ — (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32 FOR BEAM SIZE (ONLYO O.C. & 6 FROM EACH FOR BEAM SIZE IF OPENING PROVIDEDwC END PER PLAN) d 'O J•. ce) MIN. 2x4 SPF #2 KNEE'T O WALL w/ STUDS 16' U B % 2x PT BOTTOM O.C. w/ STRUCTURAL RAL ❑w z PLATE SHEATHING FROM Q i 0 TOP OF WALL TO PRECAST LINTEL OR " KNOCK OUT COURSE BOTTOM OF WALL. • ATTACHED PER NAILING SCHEDULE aC� U .a _ ull',Ilil �,Cs MASONRY WALL OTHERWISE SP2 CLIPS + � , — BUILDER FRAME AT TOP AND SP1 CLIPS 04 RADIUS AS REQ'D AT BASE ARE REQ'D O® cn � Z O Q m KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL > 0 MIN. 24" MAX 48" 3/4"=1'-0" 3/4"=1'-0" d W �^ � v, ROOF SHEATHING U z ATTACH PER NAILING 0 SCHEDULE W— Q w STANDARD TRUSS < W TOP CHORD VARIES O Z �— TRUSS WEBS NOT zJ SHOWN FOR CLARITY PRE-ENG.TRUSS PER U Q Z ¢ a PLAN, 24" O.C. MAX O 2x4 #2 SYP CROSS O BRACING (AT 45°) W/ ROOFING MATERIAL w W U F (3) 12d NAILS TO RAT PER ARCHS _ Q W z z� RUNS. TYP EACH SIDE _ SEE FRAMING PLAN J 01 CONDENSATE FOR CONNECTION �_ W INFO w F— � n SUPPLIER DISPOSAL BY A/C SEE ELEVATION Z I•— t,,/ TOP OF MASONRY W CONNECTION TO BE SUPPLIED BY A/C p _ COMPANY SEE ARCH PLANS FOR U W OVERHANG INFO U Q Z_ (2) 2x4 #2 SYP ❑ BLOCKING W/ SIMPSON RE. ELEV. W A34 OR LUS24-2 EACH FOR O.H. O END TYP. SINGLE TIE -BEAM IL W/ (1) #5 CONT. -- GROUT SOLID 0 Q Ip U)O Z w O O 11 PRE -MANUFACTURED FLUE PER MANUF. ❑ H 00 CHIMNEY CAP SPECS W/ 2" MIN. Q WINDOW PER. > Z O TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE FLOOR PLAN w Z J Q & FRAME 2'-0" ABOVE A POINT O •J WITHIN 10'-0" OF THE GALVANIZED FLASHING ❑ Q NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR Q a � (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL O 1 OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS 00 , 0 DOUBLE TOP PLATE N 2x4 VERTICAL @ 24" 2x4 FRAMED CRICKET W/ GALVANIZED �� 'd EXT FINISH PER PLAN O 1- O J m Z O.C. MAX. w/ (4) 10d ❑ ~ J W LL NAILS TO BOTTOM FLASHING + Z LU OF- O & (3) 10d NAILS TO TOP CHORD; NOTE MAIN FLOOR OCHORD IF WALL HEIGHT IS (4) 16d COMMONS + ELEV 0'-0" w ❑ BETWEEN 4FT & 8FT, * NAILED @EACH END - ` c� USE 2x6 SYP #2 STUDS + CONC. SLAB � VERT REINF. BEYOND w SEE FOUNDATION + GALVANIZED FLASHING 2x4 BLOCKING W1(2) PLAN FOR MORE INFODRAFTING: � STRUCTURAL ENG: CFG /BAD 16d COMMONS END 2x4 BLOCKING W/ (2) +++ NAILED TO VERTICAL I—! I I MASONRY WALL PER I - STRUCT: TNT 16d COMMONS END 2x4's _ PLAN U)NAILED TO VERTICAL Q QC CHECK: - CC JOB No - TM - 2153273 2x4's + + SEE FOUNDATION + + DETAILS FOR FTG INFO Z TRUSS PER PLAN UJ SCALE AS INDICATED W w DATE: 10/19/2016 a` MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION D2S An use du lication or transfer ofthese documents without the ex ressed written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC is strict) rohibited y p p y SIMPSON F. I DIAGONAL TO BEAM PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLT.@12" O.C. MAX. CMU WALL OR LINTEL - BELOW SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE I :_ 1, l LIA__L 1 [I SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS i�Z�1�11��ti77]>�� ■�� FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE — EXT. SHEATHING; TO BLOCKING ATTACH PER PLAN FRAME WALL CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 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 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END V-9" MAX. VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE .a CMU WALL PER PLAN GABLE END @ VAULTED CEILING 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) I / \\I1/ '-. 'II PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) FOR ADDITIONAL INFO AS REQ'D STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" SIMPSON A23 @ EACH A35 DIAGONAL TO ��< Q STUD TOP & BOTTOM DRAFTING: 10d COMMON NAILS @ BRACE TO PLATE TRUSS BOT. CHORD TO BLOCKING 1- 2x6 RAFTER TO 2x8 0 zF 3 1/4" HOLD Q 1/2" J -BOLTS w/ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d QC CHECK: CC RAFTER & A35 ON ADJ RAFTER TO OPP SIDE WASHERS (MIN. 7" EA.DIAG. AS SHOWN. SHEATHING PER PLAN (AS SHOWN) 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. GABLE END 5 NAILS INTO TOP PLATE ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 16d TOE NAILS FASTEN ROOF _ SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS EACH END AND 32" O.C. 24" O.C. FOR FALSE BM SDS SCREWS TO TOP — — — — — — — W CHORD OF EACH @ EACH END SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. <JC -.. MAX. ATTACHMENT w/ (3) 110d _ ....._. PROVIDE 2x4 BRACE = ...... _ -_.- -- z TOENAILS EA. END VALLEY TRUSSES) TO 2x4 LEDGER W/ (2) 10d co 2x PLATE WITH HEADER PER PLAN IF SIMPSON MTS12 OR r co \ GABLE END SHEATHING FASTEN TO EA. ADJ. DIAG. FASTEN TO DIAG.w/(2) � @ EA. RAFTER TO PLT. kq�� PER PLAN m SPLICE AS REQ'D Uj M 2x TOP PLATE TO Z U GABLE END W/ 16d II EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS �\ mNAILS FTIEQ @ 6" O.C.O FRAMING FOR FALSE g Q ATTACH PER PLAN BEAM, IF REQ'D w/ (3) WHERE O.H. IS > V-0", cn HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS a BRACE STUDS TYP. BASE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN CONNECTION SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION Z ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 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 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END V-9" MAX. VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE .a CMU WALL PER PLAN GABLE END @ VAULTED CEILING 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) I / \\I1/ '-. 'II PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @6"O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING 3/4"=1'-0" WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX Z-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 45° -CONT. 2x4 -2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -GABLE BRACING (+) SEE CHART T = STRONGBACK IF REQ'D PER CHART PROVIDE 2x BLOCKING 2x4 BLOCKS, (2) 16d W FOR NAILING x @ V 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO WAY UP HEIGHT OF NAILS @ EA. END. Q STUD TOP & BOTTOM DRAFTING: 10d COMMON NAILS @ EACH END.AT 24" O.C. ROOF SHEATHING TO BLOCKING 1- 2x6 RAFTER TO 2x8 0 zF BLOCK ADJ. BAYS @ Q TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d QC CHECK: CC RAFTER & A35 ON ADJ RAFTER TO OPP SIDE A 71 EA.DIAG. AS SHOWN. SHEATHING PER PLAN (AS SHOWN) 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. GABLE END 5 NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS FASTEN ROOF _ SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SDS SCREWS TO TOP — — — — — — — HOLD WALL 3-1/2" CHORD OF EACH @ EACH END SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. <JC -.. _ . _ ....._. PROVIDE 2x4 BRACE ,.... _ ...... _ -_.- -- OUTLOOKER BLOCKS w/8d NAILS SEE ELEV. FOR Z VALLEY TRUSSES) TO 2x4 LEDGER W/ (2) 10d 2x PLATE WITH HEADER PER PLAN IF SIMPSON MTS12 OR \ GABLE END SHEATHING FASTEN TO EA. ADJ. DIAG. FASTEN TO DIAG.w/(2) @ 6" O.C. O.H. SIZE w @ EA. RAFTER TO PLT. kq�� PER PLAN m SPLICE AS REQ'D W Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS �\ PER PLAN. 16d NAILS. g Q ATTACH PER PLAN LSTA18 HEADER TO WHERE O.H. IS > V-0", cn a FROM TOP OF WALL STUDS TYP. BASE DROP END GABLE w/ W TO BOTTOM CONNECTION OUTLOOKERS @ 24" Z 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. O.C. TO RUN BACK TO IT O DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR --'� 2x8 #2 SYP PT. BASE 1 ST COMMON TRUSS N MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN ." �" IN CMU. OR SIMPSON ANCHOR BOLT OR WITH (3) 12d TOENAILS. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALL DE AIL WALL SPLICE DETAIL CONNECT TO DROP ZO CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING GABLE WITH H2.5 CLIP. U MAX 2'-0" O.H. W U) W L0Q CONT. 2x4 w 2 4'S 24" O C O PROVIDE 2x BLOCKING 3/4"=1'-0" (5) 16d NAILS BRACE FOR NAILING x @ V 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO WAY UP HEIGHT OF NAILS, TOENAILED @ VALLEY. FASTEN w/ (5) STUD TOP & BOTTOM DRAFTING: 10d COMMON NAILS @ EACH END.AT 24" O.C. ROOF SHEATHING TO BLOCKING 1- 2x6 RAFTER TO 2x8 0 zF TO STUD) RIDGE BOARD W/ A35 TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d QC CHECK: CC RAFTER & A35 ON ADJ RAFTER TO OPP SIDE A 71 a: A (AS SHOWN) 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. GABLE END 5 NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS _ SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SDS SCREWS TO TOP — — — — — — — HOLD WALL 3-1/2" CHORD OF EACH @ EACH END TRUSS BELOW DOWN FOR PROVIDE 2x4 BRACE VALLEY RAFTER SHEATHING FASTEN DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN VALLEY TRUSSES) TO 2x4 LEDGER W/ (2) 10d 2x PLATE WITH HEADER PER PLAN IF SIMPSON MTS12 OR \ GABLE END SHEATHING FASTEN TO EA. ADJ. DIAG. FASTEN TO DIAG.w/(2) @ EA. RAFTER TO PLT. kq�� PER PLAN m SPLICE AS REQ'D W Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS �\ PER PLAN. 16d NAILS. g Q ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL PROVIDE 2x BLOCKING 3/4"=1'-0" FOR NAILING 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO WAY UP HEIGHT OF NAILS, TOENAILED @ VALLEY. FASTEN w/ (5) STUD TOP & BOTTOM DRAFTING: 10d COMMON NAILS @ EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS 1- 2x6 RAFTER TO 2x8 PER PLAN TO STUD) RIDGE BOARD W/ A35 TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d QC CHECK: CC RAFTER & A35 ON ADJ RAFTER TO OPP SIDE INTO BLOCKING, (4) 8d END NAILS @ EA. (AS SHOWN) 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SHEATHING PER PLAN SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SDS SCREWS TO TOP — — — — — — — HOLD WALL 3-1/2" CHORD OF EACH @ EACH END TRUSS BELOW DOWN FOR VALLEY RAFTER DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN VALLEY TRUSSES) TO 2x4 LEDGER W/ (2) 10d 2x PLATE WITH HEADER PER PLAN IF SIMPSON MTS12 OR NAILS @ EACH WEB @ EA. RAFTER TO PLT. REQ'D. MIN (1) JACK & Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE W TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR --'� 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN ." �" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALL DE AIL WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING I TRUSS PER PLAN r, I ft "r-OVI-4 DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE USS PER PLAN `— 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. �— LAY 2x4 BLOCKING WALL SHEATHING PER 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. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SIMPSON H10A DIAG. 0 *12 TO BLOCKING u i M ,L `rrrrivaaisrii �a a NSNI®LLi GABLE BRACING @ 48" PROVIDE 2x BLOCKING UJ Qe rj•a!•CD �'li'i U O.C. MAX. 45° FROM FOR NAILING LLl . ZOD©: J LLi J Q HORIZONTAL (+/- 10°) g o Q �g Q Z p BRACE NOT REQUIRED 6. z co �, o Qcc TRUSS PER PLAN O 6' FROM EAVES. w �l7d�••* �.•• �� >- J 000.000 ° m U - SEE PLAN FOR 00 o✓jf �[ PR SUPPORT AND TIE J ��eoir�llia�►rr �` DOWN OF JACK Q PROVIDE BLOCKING TRUSSES F - BETWEEN TRUSS BAYS D @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN J7 CO OR REQ CONNECTIDON DETAIL (FRAME WALL SHOWN;CL ? N MAY ALSO BE CONNECTIONS MASONRY) 0w T ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Z C,� w � �� w, � 0 --, O ate. u V U o o Z am0 GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" a LLI (2) 2x TOP PLATE U SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. 'J OUTLOOKER ING OR CONV. FRAME OR SHEATHING Q HEADER PER PLAN; VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN Q 06 SCHEDULE &NOTES W A FOR ADDT'L INFO. U- Q Z SIMPSON LSTA12 OR Z SP4 CONNECTORS @ 0 J 24"o.c. IF HEADER WITH GABLE TRUSS E_ ZO .. UPLIFT SPAN 4'-6° OR 0 Q Z ¢ a I MORE. EXT. SHEATHING, O �/ ATTACH PER NAILING w Q 2x DOWNFRAME TO SCHED. _ W N DOOR AS REQ'D (2) 16d NAILS TO EA. = W Z COMMON TRUSS O w I— W' SIMPSON META16 @ Q W V 32 O.C. GABLE TRUSS MAIN SPAN ROOF W � I 1/2" THREADED ROD TO MASONRY. AT _ U EA. SIDE OF HEADER WOOD WALL TRUSS O ..� (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR VQ I PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL z EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFTMASONRY a. g GEO GABLE, END AT VALLEY FRAMING z Q o o 3/4"=V-011 0 Z HEADER STUDS PER Q 0 00 11 HEADER SCHEDULE Z (' U.N.O. ON PLANS F— w Z J O Q 0�"'� 010 0 I ATTACH JAMB STUDS C� FN7 C I PER WF08/SD4 _ 0000 1 I— aN� -� Z °w U0 (D � Q0= P.T BASE PLATE U) 0 cn 0 - 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF h WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) DRAFTING: 10d COMMON NAILS @ EACH END (TYP.) 1- 2x6 RAFTER TO 2x8 w 0 RIDGE BOARD W/ A35 o ON (1) SIDE OF Q QC CHECK: CC RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — — — — — — J ------ 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 I TRUSS PER PLAN r, I ft "r-OVI-4 DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE USS PER PLAN `— 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. �— LAY 2x4 BLOCKING WALL SHEATHING PER 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. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SIMPSON H10A DIAG. 0 *12 TO BLOCKING u i M ,L `rrrrivaaisrii �a a NSNI®LLi GABLE BRACING @ 48" PROVIDE 2x BLOCKING UJ Qe rj•a!•CD �'li'i U O.C. MAX. 45° FROM FOR NAILING LLl . ZOD©: J LLi J Q HORIZONTAL (+/- 10°) g o Q �g Q Z p BRACE NOT REQUIRED 6. z co �, o Qcc TRUSS PER PLAN O 6' FROM EAVES. w �l7d�••* �.•• �� >- J 000.000 ° m U - SEE PLAN FOR 00 o✓jf �[ PR SUPPORT AND TIE J ��eoir�llia�►rr �` DOWN OF JACK Q PROVIDE BLOCKING TRUSSES F - BETWEEN TRUSS BAYS D @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN J7 CO OR REQ CONNECTIDON DETAIL (FRAME WALL SHOWN;CL ? N MAY ALSO BE CONNECTIONS MASONRY) 0w T ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Z C,� w � �� w, � 0 --, O ate. u V U o o Z am0 GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" a LLI (2) 2x TOP PLATE U SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. 'J OUTLOOKER ING OR CONV. FRAME OR SHEATHING Q HEADER PER PLAN; VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN Q 06 SCHEDULE &NOTES W A FOR ADDT'L INFO. U- Q Z SIMPSON LSTA12 OR Z SP4 CONNECTORS @ 0 J 24"o.c. IF HEADER WITH GABLE TRUSS E_ ZO .. UPLIFT SPAN 4'-6° OR 0 Q Z ¢ a I MORE. EXT. SHEATHING, O �/ ATTACH PER NAILING w Q 2x DOWNFRAME TO SCHED. _ W N DOOR AS REQ'D (2) 16d NAILS TO EA. = W Z COMMON TRUSS O w I— W' SIMPSON META16 @ Q W V 32 O.C. GABLE TRUSS MAIN SPAN ROOF W � I 1/2" THREADED ROD TO MASONRY. AT _ U EA. SIDE OF HEADER WOOD WALL TRUSS O ..� (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR VQ I PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL z EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFTMASONRY a. g GEO GABLE, END AT VALLEY FRAMING z Q o o 3/4"=V-011 0 Z HEADER STUDS PER Q 0 00 11 HEADER SCHEDULE Z (' U.N.O. ON PLANS F— w Z J O Q 0�"'� 010 0 I ATTACH JAMB STUDS C� FN7 C I PER WF08/SD4 _ 0000 1 I— aN� -� Z °w U0 (D � Q0= P.T BASE PLATE U) 0 cn 0 - H JOB No. TM- 2153273 LU SCALE: AS INDICATED DATE: 10/19/2016 ryw FO TYPICAL HEADER DETAIL NOT USED 3/4"=1'-0" I 1/2"=1'-0" D3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU h STRUCTURAL ENG: CFG / BAD (� DRAFTING: 1- -STRUCT: TNT cn _ Q QC CHECK: CC H JOB No. TM- 2153273 LU SCALE: AS INDICATED DATE: 10/19/2016 ryw FO TYPICAL HEADER DETAIL NOT USED 3/4"=1'-0" I 1/2"=1'-0" D3 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 'J. NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: W PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN h LEAST 8'-0" LONG. TYP. MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q TOP PLATE WIDTH 3) FOR 5-PLY, PROVIDE 1/4' DIA. x 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) EDGE DISTANCE PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER V&AIL INSTALL SIMPSON 2x4 STUDS PER 10d NAILS PSPN516Z W/ (12) 16d OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 1" EDGE 1 1/2" EDGE Q FRAMING PLAN TOP PLATE ATTACH W/ NAILS TYP. TOP & BOT. ATTACH PER NAILING H + •+ (2) 10d NAILS O.C. PATTERN ON THIS 10d x 3" Z + DOUBLE 10d @ 3 O.C. (SOLID BLOCK W/ 2x6) DETAIL 10d x 3 COMMON LU TOP SPLICE p tr W W p 2 1/2" Z w 0 /4U z 2, z w 2101 N 1W1 /2, O Q 2x4 BEYOND AGAINST �8' `�" C14Q w w N g8" 2x8 STUDS M/�! Np - ~ `� 10d x 3" COMMON W 00 Z CL O ___- a X ATT• • TOPACH 2x PLATE W/O 6° OVERLAP TOP PLATE 10d x 3" COMMON OPP. 04 0 N O p U) NAILS ((2) ON EA. SIDE) AT CORNER SIDE z z w z W U U p 10d x 3" OPP. SIDE _ TYP. AT ALL EXTERIOR C9 Q Q U H 0 ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE Q I I I I I I z W TO CORNER STUD O TOP PLATE W/ (4) 16d PACK w/ (4) 10d NAILS vai 0000 NAILS ((2) ON EA. SIDE) 2x8 STUDS PER000, 0 TYP. AT ALL EXTERIOR FRAMING PLAN � 10d x 3" COMMON C7 D DISTANCE PER CONDITIONS TOP SPLICE OPP. SIDE ? DETAIL ❑ _ ...:.___ _ .. _ ._- ...._.:- _ J BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's m W DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT 8 O/C PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's W . MF�0TYPICAL TOP PLATE SPLICE @ BRG. WALL AFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN ° - 3/4"=1 -0 1-1/2 -1 -0 �, �rrr►11i11/®�� a O ® *®♦' ♦ w 2x DBL TOP PLATE 7,� MIN. 15/32" EXP 1 SHEATHING 3/8" SHEATHING PER PLAN a• Oe•® �`�/�j%♦•�e� J Z BEYOND INSTALLED VERTICALLY. 1� NAIL SHEATHING AT FRAME WALL BOTTOM PLATE . �4, tl"o l�2 _ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING Q ROOF SHEATHING, c o W 0 J — — — — — — — — — — — — w CD _ (1) ROW OF 8d COMMON NAILS @ 3 O.C.'A'=4+ G — — — — — — -� — — 11- — I� w Z J Q oI NAIL SPACING O� SC OV SC, ROOF SHEATHING,FASTEN PER PLAN �, o L � Z ❑ g _ � w ® NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2k FR '9e ROOF SHEATHING, 2 FiQ qe'. Z v W Q II I I II II II a = o NAILS @ 3" O.C. 1/2„ A 1/2" <FticT,oT�o FASTEN PER PLAN '��FNG pT� FASTEN PER PLAN .e�•® �n �•o Qe` O 11— — -11— - _ -- _ -- — -- a Z = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d tiO,c�S'S 'y0 (iSS d> '•......• d �` m III U_ c� COMMON NAILS @ 3 O.C. — a o o O,S, PO 0 PR ee`'� + III III I ( I I I WALL SHEATHING 0 = 4U NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL 2x4 FRAMING @ 24 O.C. MAX. J SPLICE, SEE SPLICE 1/2" 2x4 FRAMING 24" 2x4 #2 SYP CONT. w/ (2) _ III III I) II I DETAIL. MAX 1/8" EDGES 6 O.C. U.N.O. ON PLANS I� ~ ep - - III OPENING III II II II SPACE BETWEEN w L O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DOUBLE NAILEDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS �- III 4 I I PANELS = COMMON NAILS @ 3 O.C. @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS fir+ 0 III rAR JPLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER-ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. w0 P.� p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, IIIII I I I I TOP &BOTTOM SHEATHING SPLICE, @ 4" O.C. USE (2) 1/4" TAPCONS ar♦ NUND 2x STUDS BEYOND,NING III I I I I I I SEE PLAN FOR MORE < L O (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER-ENG TRUSSES w/ MIN. 2 EMBED. @ O o III 71— — -jl— III II II I INFO w = � 0 VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. U III III I I I I I I BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN O 8d TOE NAILS TO ❑ 0 o = F- �- 0 NOTE: 2 II I C Q W I- TRUSS CONNECTION (2) 8d TOE NAILS Q Q I I I I I I I I p = O 0 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER TRUSS PER PLAN �,� - o 0 cn m USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS 2x4 PT LEDGER W/ 0 "'U_ 0{ 1/4" x4" TAPCONS 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16dLU _ — - — — — — — — — — — — � p REQ D. EXCEPT AS NOTED ON PLANS. NAILING PER @ NAILS 16 O.C. FLOOR SYSTEM SCHEDULE O.C. Q U ' PLAN — — — — — — — — — SHEATHING SPLICE NOTE: SAME THICKNESS AND SEE ELEV. FOR SEE ELEV. FOR _ " 2x4 BLOCKING PLACED WOOD/MASONRY U � 2x BOTTOM PLATE STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE` CUT TO FIT -----(DJ REQUIRED BETWEEN STUDS_ /� 0 OPENING SIZE BEYOND SEE PLAN NAILS EACH END SHEATHING SPLICE DETAIL CONDITION CMU WALL CON DITIUN FR/`1M E V V/`1LL PLAN (TRUSS SHOWN) O Q SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT Zm TO BEAR ON MASONRY OR CONCRETE UNLESS FELT 0 14 PAPER R PRESENT. GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF U) fiF1 EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG D02 LEDGER @LOW ROOF o 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" d OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS W SEE ROOF SHEATHING, V) 2x4 #2 SPF rr^� Z PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C.U� DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS W Q SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH ENDx51 os @ EACH STUD 12d NAILS @ EACH END ++ ❑ X X � �A 06 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL O W Q Z PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. J CORNER CONDITIONS g WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS 1= FRAMING PLAN FOR + U a) SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF ' `+ + * (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & ++ ROOF SHEATHING O 0 SEE PLAN FOR v� CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTION x x + + LU + U 2x BRG WALL, SEE i i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL � TOENAILS INTO OTHER SEE WALL CLIP DETAIL a ~ W PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN - 1:Z Z SPACING. MIN (2) 2x LINTELS TRUSS LINTELS FOR MORE INFO 4 2x8 #2 SPF VERTICAL SEE FLOOR PLAN FOR O UNDER GIRDER TRUSS MORE BRG. WALL INFO W LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN @ 24" O.C. w/ EXT. W � U.N.O. @ 24" O.C. w/ EXT. SHEATHING PER U 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT.f- 2x BLOCKING SHEATHING PER NAILING SCHEDULE & Z W w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & " ' (4) 12d NAILS EACH 0 W TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r' (4) 12d NAILS EACH TRUSS MEMBER (TOP _ SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLYTRUSS MEMBER AND BOTTOM CHORDS 14 STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) Ut 2x BRG WALL, SEE — PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 Z PLAN FOR STUD SIZE& TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ $" D.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER CL fiF1 SECTION @ DOUBLE BEARING fiF1'kSTEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADIER @ POCKET SLIDER z Q c 3/4"=1'-0" 3/4"=V-0" 1/2"=V-113" 1/2"=V-0" 1/2"=l'-O" 1/2"=V-0.1 Q Z► Oi CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO ❑ O GIS " BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/" Z v- SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ 3:Z �-- STRAP IS NOT REQUIRED. 16" O.C. MAX.; = Z J OW TO GABLEENDSTUDS w I- 0 IY EXTERIOR WALL/TRUSS (2) 1/4 X 3/2 SIMPS. SDS ❑ -.< U EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. Q MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT U)O Go (, , NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) I- N � NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT�/ im EXT. BEAM PER PLAN 12 12" O.C.-j Z SEE PLAN F- �OW HTS20 CLIP FROM Z V O POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN O , Q O = PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. co p H F- TO STUDS OR BEAM w/ (4) 10d NAILS FOR 0 PT POST PER PLAN T 1/4" X S O SIMPS. CONY. FRAMED � 7 ABU POST BASE PER SDS SCREWS @ 16"' MEMBERS ONLY w 0. PLAN O.C. MAX.; STRUCTURAL ENG CFG / BAD .o . 5/8" THREADED ROD w/ TO GABLE END STUDS 1---.---.- ' o' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/i' SIMPS. 4'-0" MAX. (� DRAFTING: SDS SCREWS @ 16"' FASCIA PER O.C. MAX.; COMMUNITY SPECS U - _ STRUGT TNT a. i a ---� SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR ...i QC CHECK CC PLAN FOR ADDITIONAL SYP #2 LEDGER W/1 /4" II PRE-ENGINEERED \ JOB No TM -.2153273 _J 3 / INFO x 2 3/4" TAPCONS @12" Z O.C. _ ROOF TRUSSES @ 24" w SCALE: AS INDICATED O.C. MAX. ❑------------------------------ SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR w DATE: 10/19/2016 SHINGLE ONLY CDO CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"= 1 1-01, SD COPYRIGHT MCD 2014: The information contained in thiis document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS __\--- BEYONDEXT FINISH PER PLAN VERT REINF. MASONRY WALL PER PLANs FIN. FLR. ::D DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS c SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) 10d F SIMPSON SP4 w/ (6) 10d W SEE STANDARD 2-1/4 TITEN SCREWS ATTACH SCHEDULE NAILING SDCPEDULE F�<<s x1-1/2" @ 24" O.C. (USE <<Sy x1-1/2" @ 24" O.C. (USE ' Z CONNECTOR NOTES TO LINTEL COURSE. SIMPSON LSTA30 HEFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & 'It 0 USE SIMPSON STRAP (MAX 10° STRAP MAX 10° c SP8 @ 2x8 STUDS) ( SP$ @ 2x8 STUDS) C-4 � MSTCM60 STRAP W/ ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 ANGLE) W/ D S RA BUILT-UP COLUMN NAILS. BEND STRAP NAILS. BEND STRAP R 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. (2) 2x SPF TOP PLATE V TOP PLATE MIN. (2) 2x SPF TOP PLATE O Li INFO. U.N.O. ON PLAN OVER O U.N.O. ON PLAN (� FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN p 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND w W PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. F- 0 SYSTEM - IF NO FLOOR Q HEADER SIZE & REQ'D LO LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL � JAMB STUDS w KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS p 1/4" X 1 3/4" TITENS) " STRAP W/ (11) 10d TOEXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL UNDER COLUMN U.N.O. ;; \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL O PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL Z ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN p BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR 1F HEADER IS UPSET MORE INFO FLOOR GIRDER OR AT EA. END NAILED TO PLATE w/ (2) 10d1LL m OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AND WINDOW IS W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d p TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fis�oTYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O HEADER OPENINGS BARRIER (FELT PAPER _ TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x c, u1 M 3/4"=V-0"3/4 -1 -0 w ! � a OR SIM) IS PROVIDEDOF SILL (MAX OPEN'G LARGER THAN 4FT: (2) TOENAILSEOPENIN O �%N%%% fill,, co ui 00 REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW cn d 's� = Y 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: ) �.� ®•°°•'..�� <� o BUILT-UP COLUMN w/ 2x CRIPPLE STUDS V °°• '' = Z SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 .• *, INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2 ' o ®g�'°.192' p U O STUD PACK w/ 10d CRIPPLES @ 16" O.C. °� W BEARING WALL PER *ATA FLOOR W/ (14) 1 O THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN �I • LtJ Q PLAN BEYOND SEE FLOOR FRAMING NAILS STUDS @ 16 O.C. qx o Q .. Z COLUMNS SIMPS. MSTAM36 w/ SHEATHING REQ'D T&B2(PLYWOOD ILS 2 Q O. Q PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4 " T&B) ATTACH SILL w/ (2) 10d SHEATHING REQ'D ".• 4e� .� > O MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. E'ND UNDER WINDOW OF SILL (MAX OPEN'G ••••••°'° �C. e 3 �� WIDTH 4'-0" .USE A35 T&B) � s' °• PR 5®e m �- PER BEARING WALL FLOOR TRUSSES ARE I-� e SCHEDULE ATTACH 2x STUDS W/ O 2x STUDS 20 - 26 DEEP, USE 1/2" DIA. THREADED (2) SIMPSON LSTA18 - (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 ' _ • CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. e THAN 4' BUT LESS I- 2 -STORY WALL NAILS (2) SIMPSON LSTA18 THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR w w °t INFO. FLOOR W/ (14) 10d u SIMPSON LSTA30 w/ Cr FLOOR TRUSS TO NAILS INTO FILLED CELL USE e 2x TOP &BOT (11 10d TO STUDS �- N REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) RIBBONS, CONT. ABOVE PLATE U.N.O. \ p FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR U FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION TRUSSES TO BE P.T.PIF Z• z FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN 1F FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED SIMPSON MSTC40 W/ (36116d SINKERS IF FLOOR ON FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING FLOOR SYSTEM DRAFT MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SYSTEM O0SINKERS AND STOPPING AT 00 SQ PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d 14) /4 X2 /4 TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fifio SO 2nd FLOOR CORNER FRAMING ATTACHMENT S' HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=V-0" -0 3/4"= 1 -0 ATTACH TO FLOOR SHEATHING 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 WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d ASPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. 2x 12d @ M O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN. END TRUSS OR FIELD 2x4) TO TRUSS w/ (M 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU PLAN FOR MORE INFO (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER ° r 3" O.C. WALL MASONRY WALL PERr BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN' NO MOISTURE BARRIER (FELT PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS SEE FRAMING PLAN NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE 0 0 NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR c� BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS c SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) 10d F SIMPSON SP4 w/ (6) 10d W SEE STANDARD 2-1/4 TITEN SCREWS ATTACH SCHEDULE NAILING SDCPEDULE F�<<s x1-1/2" @ 24" O.C. (USE <<Sy x1-1/2" @ 24" O.C. (USE ' Z CONNECTOR NOTES TO LINTEL COURSE. SIMPSON LSTA30 HEFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & 'It 0 USE SIMPSON STRAP (MAX 10° STRAP MAX 10° c SP8 @ 2x8 STUDS) ( SP$ @ 2x8 STUDS) C-4 � MSTCM60 STRAP W/ ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 ANGLE) W/ D S RA BUILT-UP COLUMN NAILS. BEND STRAP NAILS. BEND STRAP R 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. (2) 2x SPF TOP PLATE V TOP PLATE MIN. (2) 2x SPF TOP PLATE O Li INFO. U.N.O. ON PLAN OVER O U.N.O. ON PLAN (� FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN p 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND w W PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. F- 0 SYSTEM - IF NO FLOOR Q HEADER SIZE & REQ'D LO LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL � JAMB STUDS w KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS p 1/4" X 1 3/4" TITENS) " STRAP W/ (11) 10d TOEXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL UNDER COLUMN U.N.O. ;; \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL O PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL Z ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN p BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR 1F HEADER IS UPSET MORE INFO FLOOR GIRDER OR AT EA. END NAILED TO PLATE w/ (2) 10d1LL m OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AND WINDOW IS W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d p TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fis�oTYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O HEADER OPENINGS BARRIER (FELT PAPER _ TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x c, u1 M 3/4"=V-0"3/4 -1 -0 w ! � a OR SIM) IS PROVIDEDOF SILL (MAX OPEN'G LARGER THAN 4FT: (2) TOENAILSEOPENIN O �%N%%% fill,, co ui 00 REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW cn d 's� = Y 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: ) �.� ®•°°•'..�� <� o BUILT-UP COLUMN w/ 2x CRIPPLE STUDS V °°• '' = Z SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 .• *, INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2 ' o ®g�'°.192' p U O STUD PACK w/ 10d CRIPPLES @ 16" O.C. °� W BEARING WALL PER *ATA FLOOR W/ (14) 1 O THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN �I • LtJ Q PLAN BEYOND SEE FLOOR FRAMING NAILS STUDS @ 16 O.C. qx o Q .. Z COLUMNS SIMPS. MSTAM36 w/ SHEATHING REQ'D T&B2(PLYWOOD ILS 2 Q O. Q PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4 " T&B) ATTACH SILL w/ (2) 10d SHEATHING REQ'D ".• 4e� .� > O MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. E'ND UNDER WINDOW OF SILL (MAX OPEN'G ••••••°'° �C. e 3 �� WIDTH 4'-0" .USE A35 T&B) � s' °• PR 5®e m �- PER BEARING WALL FLOOR TRUSSES ARE I-� e SCHEDULE ATTACH 2x STUDS W/ O 2x STUDS 20 - 26 DEEP, USE 1/2" DIA. THREADED (2) SIMPSON LSTA18 - (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 ' _ • CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. e THAN 4' BUT LESS I- 2 -STORY WALL NAILS (2) SIMPSON LSTA18 THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR w w °t INFO. FLOOR W/ (14) 10d u SIMPSON LSTA30 w/ Cr FLOOR TRUSS TO NAILS INTO FILLED CELL USE e 2x TOP &BOT (11 10d TO STUDS �- N REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) RIBBONS, CONT. ABOVE PLATE U.N.O. \ p FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR U FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION TRUSSES TO BE P.T.PIF Z• z FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN 1F FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED SIMPSON MSTC40 W/ (36116d SINKERS IF FLOOR ON FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING FLOOR SYSTEM DRAFT MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SYSTEM O0SINKERS AND STOPPING AT 00 SQ PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d 14) /4 X2 /4 TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fifio SO 2nd FLOOR CORNER FRAMING ATTACHMENT S' HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=V-0" -0 3/4"= 1 -0 ATTACH TO FLOOR SHEATHING 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 WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d ASPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. 2x 12d @ M O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN. END TRUSS OR FIELD 2x4) TO TRUSS w/ (M 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU PLAN FOR MORE INFO (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER ° r 3" O.C. WALL MASONRY WALL PERr BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN' NO MOISTURE BARRIER (FELT PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS SEE FRAMING PLAN Q P.44 U 0 0 FOR FLOOR c� • .0 CONNECTION w z` _, FLOOR GRIDER OR Uig' BEAM p O �® U) Z O SO HEADER CONNECTION @ 2nd FLOOR HIGH BM o 3/4"=1'-0" d w J z p �- w F - p W� W 0 06 o Z PB O -� Q � � o pa _ Q��M LU z O U � D W U� Q Z p W A SCHEDULE OR SIM IS PROVIDED N TRUSS PER PLAN p OR SIM) IS PROVIDED KNEEWALL OR SIM IS PROVIDED ) IL TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fisi CANTILEVERED FLOOR TRUSS CONNECTION fiSlFLOOR TRUSS TO GIRDER CONNECTION z Q c 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Q Z o O c �� NOTE: ALL FLOOR p 00 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF Z 0 PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS Z ~ IF SHEATHING IS NOT BARRIER (FELT PAPER 0 CONTINUOUS TO OR SIM) IS PROVIDED BOTTOM OF FLOOR p Q LI TRUSS,CONTRACTOR Z Q 0 �e TO INSTALL SIMPSON Q_ I SEE ARCH DWGS FOR U)O LSTA18 STRAPS FROM of I = 0 Go 0 EA. STUD TO TRUSS TOPPING INFO I— 04 'S CO 3/4" PLYWOOD FLOORJ Z .. SLOPE DECKING ATTACHED p ~ _j W 2x12 #2 SYP CONT. -�� PER NAILING Z W �- 0 0 0 SCHEDULE LEDGER W/ (3) W 0 1/4"x4-1/2" SDS SCREWS (EQUALLY -- SLOPED BALCONY p cn � FLOOR TRUSS (12.. w SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. TALL) (60/15/5 MIN. END VERTICAL (MIN. 2" LOADING) W/ LUS26 OR STRUCTURAL ENG: CFG / BAD LUS46 TO LEDGER I— .__...._ - ---- FROM T&B) f. .: _ DRAFTING: CONTRACTOR TO SEE WS11/SD5 FOR FL 00 R , l PROVIDE ADEQUATE SIM. END CONDITION STRUCT TNT SEE PLAN FOR a . TRUSS DIRECTION WATERPROOFING. NO Q QC CHECK _ CC "�.. CONCRETE SLAB LINTEL PER PLANZ JOB No. TM- 2153273 : PERMITTED w SCALE: AS INDICATED...... SEE WS10/SD5 OR WS11/SD5 p FOR ADDITIONAL INFO DATE: 10/19/2016 F01 TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" SD5 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. 2x BRG WALL W/ SIMPSON SP2 @ TOP & SPI @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS (2) 2x4 #2 SYP TOENAILS EACH END CONNECTED w/ MTS12 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 2x BASE PLATE W/ (2) OR LSTA18 FROM TOP OF WALL USED @ BASE.(WHEN 12d NAILS @ 12" O.C. WALL IS CONT. BRG ON BLOCKING w/ SIMPSON TRUSS STRAP STUDS BELOW W/ (9) 10d 2x BLOCKING W/ (2) 12d NAILS AND (5) 1/4": HUC24-2 EACH END, 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP BLOCKINGw / SIMPSON STRAP; CENTER (2) 2x4 #2 SYP 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 OR MTS12 MAY BE FROM TOP OF WALL USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON BLOCKING w/ SIMPSON TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": HUC24-2 EACH END, 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER n STRAP BETWEEN NAILING SCHEDULE HUC24-2 EACH END, FRAME WALL FLOOR TRUSS PER ATTACH PER NAILING PLAN USE (4) 10d & (2) 10d t 7 1 PLATE w/ 1/2" EPO - USE (4) 10d & (2) 10d —A-- ANCHOR BOLT 01 TRUSS PER PLAN OC NAILS. UNDER 1 NAILS. UNDER SEE PLA" FROM EA.END I SEE PLAN WINDOW JAMBS ONLY FURRING AND RECESS LEDGER INTO INTERIOR FINISH WINDOW JAMBS USE MASONRY WALL P VERIFY W/ (2) 2x6 w/ HUC26-2. TRUSS LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS BRACE TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1'-0" """'^�M "" OTHERS LEDGER AT GIRDER PLAN ISIMPSON H2.5 EA. TRUSS R PLAN 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE FROM TOP OF WALL USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A FRAME WALL FLOOR TRUSS PER ATTACH PER NAILING PLAN 2x8 #2 SYP P.T. SII 1 PLATE w/ 1/2" EPO - PRE-ENGINEERED —A-- ANCHOR BOLT 01 TRUSS PER PLAN OC J -BOLT W/ MIN. 7" 1 EMBED. @ 32" O.0 SEE PLA" FROM EA.END I SEE ARCHS FOR SIMPSON LUS26. USE - FURRING AND RECESS LEDGER INTO INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN 1/2"=11-0" WALL SPLICE DETAILS EXTERIOR SHEATH("'^ FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIf SCHEDULE I PRE-ENGINEERED TRUSS PER PLAN I 2x6 #2 SYP CONT. I LEDGER W/ (2) %"x3-1/2" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U�c RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ ( TRUSS TRUSS SHOP IDRAWINGS� 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER a- OPEN TO BELOW 1-1/2"=1'-0" I� % 3/4"=1'-011 EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE EXTERIOR SHEATHING W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. FROM TOP OF WALL r) EMBEDMENT @ 32" SHEATHING TO TO BOTTOM OF SILL OVERLAP BOTTOM END z U C 0 PLATE ATTACH PER ce) w, — NAILING SCHEDULE - (2) 2x HEADER ROOF SHEATHING LL O I ATTACH PER NAILING cn Z ISIMPSON H2.5 EA. TRUSSSCHEDULE 1 L-- - - - PRE-ENGINEERED —A-- ° TRUSS PER PLAN OC I2x6 1 #2 SYP CONT.N��A I LEDGER W/ (2) %4'0-1/2" I SIMPSON LUS26. USE - U RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY 1 VERIFY W/ 16 O.C. MAX. & 3 TRUSS 1 (TRUSS. TRUSS SHOP FROM EA. END - USE (3) 1 O Z O (DRAWINGS I_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ BRACE w Z MIN. (4) 16d NAILS TO 0 0 0a 1 EA. TRUSS, 24" O.C. w Z OPT. TRUSS RECESS LEDGER MAX. (AT )16°NAILS) (5) 16d NAILS BRACE Z D04 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" r) EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER I ARCHS 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN SECTION @ OPEN TO ABOVE 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/%2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN FLOOR GIRDER SEE' PLAN FOR CONNECTION O.H. PER ELEV. EXT. SHEATHING ATTACH PER NAILING SCHEDULE 2x4 NAILER W/ (2) 10d NAILS @ 16" O.C. 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF Q SHEATHING TO h LLI PLATES U.N.O. Jim r) O� 0 ci O Q z U C 0 ce) w, — - - (2) 2x HEADER - LL O BLOCKS W/ 8d NAILS @ 0 cn Z 1 L-- - - - - - —A-- --- SIMPSON H10A @ OC 1 FOR MORE INFO 1 1 U SEE LD02/SD4 FOR EACH DIAGONAL 1 LLI C) o� u 06 1 1 0 un�m ZLd 1 O Z O t0 J MORE INFO. BRACE w Z 0 0 0a 1 1 w Z U) 1 (5) 16d NAILS BRACE Z 1 TO BLOCKING � 0 1 1 2x STUDS SEE PLAN i ALL THREAD ROD O N ~ STUDS ABOVE ARE 1 @ 48" O.C.; SEE PROVIDE 2x4 BRACE Z 1 1 TO ALIGN W/ STUDS 1 FOUNDATION DETAILS TO EACH ADJACENT O 1 BELOW 1 FOR CONNECTION @ , : DIAGONAL, FASTEN (.5BASE 1 1 1 1 TO DIAGONAL W/ (2) W 1 1 B 1 1 46d NAILS 1 1 1 1 2x4 BOTTOM PLATE, 1 Q 1 1 1 IF SHEATHING IS NOT CONNECT TO DOUBLE TOP PLATE W/ 16d w TRUSSES PER PLAN 0 1 1 1 2x SPF BASE CONTINUOUS TO BASE PLATE PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP 0 1 1 1 PRE-ENGINEERED 1 BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" I I FLOOR SYSTEM 1 KNEEWALL OR BEAM Z (MIN.) O.C. MAX. 45° FROM p C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) (2) 2x SPF TOP 1 FLOOR WALL W/ BRACE NOT REQUIRED ap W 1 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. 1 1 1 1 WITH ROOF LOAD SDS SCREW @ 16" O.C. Q 1 1 (2) 2x HEADER 1 1 F�lBRACING @ 2 STORY FRAME WALL o 1 SEE FLOOR PLAN 1 � � PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1„=1 _o„ ``®�►r'rrrrrjoe %.1W w r 1l,' °pis CL LJ] 00 '� •••®•• ••••'Y �,� c:> J p U 0ib11 d C (2) 2x SPF TOP ” UJ3 m ..a O e e 0 m LL P;; Jim ih PLATES U.N.O. Jim r) O� 0 ci O Q z U C 0 ce) w, .O CL (2) 2x HEADER LL O O 0 cn Z 1 L-- - - - - - —A-- --- SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1„=1 _o„ ``®�►r'rrrrrjoe %.1W w r 1l,' °pis CL LJ] 00 '� •••®•• ••••'Y �,� c:> J p U 0ib11 d C (2) 2x SPF TOP ” UJ3 m ..a O 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I = W z p �� O 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER Z W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER IF PORTIONS OF THIS WALL O ..�� OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER IST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM w IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDECL SOLID BLOCKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. z I O Z J 00 Go Z P 0 V w Z J 0 F_ Q Z W H M Oo0O 3:04 m o W_ z LUL( 0 O O T) 0 F- F— o � U) �- w F=- STRUCTURAL ENG: -CFG / BAD___ U DRAFTING-- -- — N -STRUCT: TNT QC CHECK: CC H JOB No. TM - 2153273 Z _. W SCALE: AS INDICATED w DATE: 10/19/2016 2 F- D COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. e e 0 m LL P;; Jim ih PLATES U.N.O. Jim r) O� 0 ci O Q z U C 0 ce) w, .O CL (2) 2x HEADER LL O O 0 cn Z 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 U 1 U) 1 LLI C) o� u 06 1 1 0 un�m ZLd 1 O Z O t0 J 1 � Z 0 0 0a 1 1 w Z U) 1 1 1 1 2x STUDS SEE PLAN i STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 � 1 1 FOR MORE INFO 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW B 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE 1 SEE BEARING SCHED. 1 1 1 FOR A.B. INFO A 1 1 1 1 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I = W z p �� O 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER Z W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER IF PORTIONS OF THIS WALL O ..�� OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER IST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM w IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDECL SOLID BLOCKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. z I O Z J 00 Go Z P 0 V w Z J 0 F_ Q Z W H M Oo0O 3:04 m o W_ z LUL( 0 O O T) 0 F- F— o � U) �- w F=- STRUCTURAL ENG: -CFG / BAD___ U DRAFTING-- -- — N -STRUCT: TNT QC CHECK: CC H JOB No. TM - 2153273 Z _. W SCALE: AS INDICATED w DATE: 10/19/2016 2 F- D COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. e e 0 m LL P;; H r) O� 0 ci O Q z U C 0 ce) w, .O CL LL O O 0 cn Z O CL LLi Z U Q U) U) LLI C) o� u 06 LL 0 un�m ZLd O Z O t0 J Q � Z 0 0 0a V w Z U) Q 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I = W z p �� O 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER Z W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER IF PORTIONS OF THIS WALL O ..�� OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER IST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM w IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDECL SOLID BLOCKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. z I O Z J 00 Go Z P 0 V w Z J 0 F_ Q Z W H M Oo0O 3:04 m o W_ z LUL( 0 O O T) 0 F- F— o � U) �- w F=- STRUCTURAL ENG: -CFG / BAD___ U DRAFTING-- -- — N -STRUCT: TNT QC CHECK: CC H JOB No. TM - 2153273 Z _. W SCALE: AS INDICATED w DATE: 10/19/2016 2 F- D 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. MIN. (3) 2x SYP STUDS REQ'D ( OF LANDING W 16d NAILS FRO LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 / / CLIP TO FLOOR SYSTEM & LANE FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE (2) 2x BEAM PER v— 2xJOIST (P.T. IF SCHEDULE REQ'D @ 01 '-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. 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 A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 STUDS REQ'D @ END 3/4" PLYWOOD OR OSB OF LANDING W/ MIN. (6) 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED PACK PER GENERAL FLOOR STANDARD (3) 2X12 - SYP #2 STRINGERS W/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING 3 IC CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END O � o 0 Z� JU_ O w� SEE PLAN FOR MASONRY WALL OR WOOD WALL 6" MIN. STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING' MASONRY WAL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS HEIGHT OF STAIRS MIN. TREAD DEPTH (2) 2x BEAM PER @ 3" O.C. TOP AND 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS (3) 2x12 x 3 1/2" TITENS @ 16" BELOW 11'-0" O.C. MAX. FOR A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING 2x6 4'-0" A35 @ EA. STRINGER (3) 2x12 TO LANDING 8'-0" 10'-0" SEE ARCHS. FOR MAX. HEIGHT AND PLAN 6'4" RISE OF STEPS AND 2x6 6" MIN. STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING' MASONRY WAL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS HEIGHT OF STAIRS MIN. TREAD DEPTH JOISTS @ 3" O.C. TOP AND AT LANDING (#2 SYP) (#2 SYP) BOTTOM CHORD (3) 2x12 2x8 I -JOIST PER FRAMING 12'4" (2) 2x12 2x6 PLAN W/ SQUASH (1) 2x12 (1) 2x8 2x6 4'-0" BLOCK OR (3) 2x12 2x8 BEAM/FLOOR TRUSS 11'-0" (2) 2x12 2x6 PER PLAN (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 PENDING LANDING 8'-0" 10'-0" (2) 2x12 HEIGHT AND PLAN 6'4" (1) 2x12 (1) 2x8 2x6 LAYOUT. HEADER (3) 2x12 WITHIN SUPPORT 9'-0" (2) 2x12 2x8 WALL COULD BE 91_0" (1)2x12 (1) 2x8 2x6 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (3) 2x12 FOR REQUIRED ON EACH SIDE AND (2) 2x12 2x8 HEADER AND ONE @ MID-SPANn Q 2x6 SUPPORT A (3) 2x12 INFORMATION. A34 @ EA. STRINGER (2) 2x12 2x8 T-0" TO LANDING (1) 2x12 (1) 2x8 2x6 5'-0" 2x ATTACHED TO 6'-0" (2) 2x12 2x JOIST (P.T. IF STRINGER I I I 2x6 ATTACHING TO IIII (2) 2x12 MASONRY WALL) CONT 9'-0" (1) 2x12 (1) 2x8 2x6 LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII NAILS @ 16" O.C. MAX. ON EACH SIDE AND IIII TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN IIII IIII x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION IIII SCHEDULE @ END OF - LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'4" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'4" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'_0" 91_0" (1)2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T-0" 8'4" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91.0" (2) 2x12 2x8 T-0" T-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 81-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" 3/" UJI I- 0 J h z w W 0! Z 0 0 N z a - O V W ,W W D O O z m LU O cv J LL rr„'wi►►/'�� =.w M LL Ui 00 e• �� J z °• ® _ ¢ W Q ,a Qe 0 = z y Q O J J Q 2 U, O rn O J c) N O U z z° Q o O M w 4o U O O z 0 O rY tZ LLI v z U) co o`� H Q MENE 06 U) 66� O~ z O W, C) z Q O J o �F W w <C Z F_� o OIL SEE ARCH PLAN 2x4 CONT. TOP PLATE W MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO Z I— STUDS W/ (2) 16d TOE w 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ O.C. MIN. AND @ANY 10d NAILS .@ 4" O.C. � 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAIL VERTICAL LOCATIONS). NOTCH SILL PLATE O = U Q z KNEEWALL FOR VERTICAL NOTCH SILL AND O PLYWOOD FLOORING a TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO O 0 2x6 VERTICAL AND z NAILS @ 4" O.C. FACE OF TRUSS Q L -BRACE @ 6'-0" O.C. & Q Z @ANY OPENING 2x4 CONT. TOP PLATE O C7 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE z Go TO TRUSS W/ (3) Y4' x 3° � � /2„ TO STUDS W/ (2) 16dA— (!)� DOUBLE TRUSS PARALLEL TO FLOOR TOE NAILS SECTION X -X N.T.S. SDS WOOD SCREWS LU Z J O EQUALLY I-_ 0 J SPACED/CENTERED IN 2x4 #2 SPF STUDS@ p V) Q LLQ 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE la— O STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" ( ATTACHED TO TRUSS = Q ap 0 NAILS NAILS '�`�'` BELOW (OTHERWISE f- to 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d N m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) O0 O ,�� z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ O ~ 0 W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d X X NOTCH FLOOR 2x4 SILL PLATE W/ (2) W W >- o 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. (D -5 O = ACCOMMODATE 2x CONT. BRACE & 10d Fn 0 E-- �— 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO p 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. 0 0 FLOOR SHEATHING U) 13- 12 W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 a°' O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS).I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG /BAD TO SLIDE DOWN TO W/ (2) Ya''x3"SDS (2) SIMPSON LSTA24 FACE OF TRUSS ( V DRAFTING: SCREWS EQUALLY � STRAP (1 EA. SIDE OF SPACED &CENTERED STRUCT: TNT 2x6 VERTICAL AND IN TRUSS STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL � --�- -- -- --- - L -BRACE @ 6'-0" O.C. & _j QC CHECK: CC TO TRUSS W/ (3) Y4 " x 3.. <( — --- -- -- FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING H JOB No. TM -2153273 FLOOR BEAM SEE EQUALLY W SCALE:BASE PLATE PER FLOOR PLAN NOTE: PLAN 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 (0 AS INDICATED 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE W DATE: 10/19/2016 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR I=- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0 N.T.S. UNDER BEAMS LESS THAN 2x12) I ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY #16-3073