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360 Red Rose Ln 16-1454 (a)THORNBROOKE 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF; ELECTRIC HEAT, 50 COAL. W.H., 200 AMP SERVICE/PANEL BOX, 6-S DOORS THROUGHOUT, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, LOT 8 - THORNBROOKE 50' s DA,,PHENE III - 2600 -ELEVATION "B" GARAGE LEFT TAYLOR MORRISON REDRAW NOTES 04-12-16 CREATED LOT SPECIFIC PLAN FOR LOT 16 IN THORNBROOKE 50'5 ELEVATION "C" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 IN5ERT, TRAY CEILING AT DINING AND MA5TER SUITE, POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, VENT HOOD OUTSIDE; CEILING FAN PRE -WIRE, FLOOD LIGHT WITH FIXTURE COMPLETE, RECE55ED CAN LIGHTS AT FAMILY ROOM AND ALTERNATE MA5TER BATH. PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO RB.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. OILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 8102.35. EXTERIOR FINISHES PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS • P. 4 +-4 or_ Uj W a i r EGRESS: • a ` : _ Q I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUG ZNI� �,� 4-;, AXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. ,%'• •'' .••�,a``�� FLASHING: �rttlllr ,. I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN R° F SLOPE OR" „ CTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INT ' .HE WALL CAVIT R PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR W FINISH. APPR D CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENING& THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (6,C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE6 (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. 2 ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 2CINTERIOR ELEVATIONS, STAIR SECTION, DETAILS 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 3B1 - FRONT ELEVATION 3B2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 FLASHING DETAILS 3B4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CSE COMPLIANCE; PLANS I*XAMINER _ - 5>-( DATE SANFORD BUILDING DIVISION A PERMIT 136UED SHALL. BE CONSTRUED TO RE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NCR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 40LD/Nc SANFORD O�,pR RTM�� #1 6 - 1 4 54 ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA9D IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6360, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1:3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER. TUB AND 5HOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN A INSTALLED AND LISTED AND INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. ALL LATH AND LATH • x m ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, PER F.B.C.R. 5TH EDITION (2014) R103.6.2,1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE 0 CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED OLDSMM, FLORIDA 34677 AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND INATE ON THE ATTACHMENT FLANGE OF THE WEEP y °NSM SCREED. PER F.B.C.R 5TH EDITION (2014) R1031o3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHI SNA CLUDE A WATER RESISTIVE VAPOR PERMEABLE TAMPA • DENVER. BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F. R. 5TH EDITION l 14) 8103. OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: `` ��rrr►rllt�t,,��'' STUCCO CONTROL JOINTS TC BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELI E A S NOT• I 1 ATE ARE@6 NOT -0' `? • MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, I R LENT �•',,�� TOTIO ?__j1/2 "� TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXP BAS X , WA66OR " VV "" � J T 0 G n PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS • P. 4 +-4 or_ Uj W a i r EGRESS: • a ` : _ Q I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUG ZNI� �,� 4-;, AXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. ,%'• •'' .••�,a``�� FLASHING: �rttlllr ,. I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN R° F SLOPE OR" „ CTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INT ' .HE WALL CAVIT R PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR W FINISH. APPR D CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENING& THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (6,C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE6 (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. 2 ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 2CINTERIOR ELEVATIONS, STAIR SECTION, DETAILS 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 3B1 - FRONT ELEVATION 3B2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 FLASHING DETAILS 3B4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CSE COMPLIANCE; PLANS I*XAMINER _ - 5>-( DATE SANFORD BUILDING DIVISION A PERMIT 136UED SHALL. BE CONSTRUED TO RE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NCR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 40LD/Nc SANFORD O�,pR RTM�� #1 6 - 1 4 54 ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA9D IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6360, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1:3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER. TUB AND 5HOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN A INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER ' IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600 EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ' ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 • ,t'AY 19 2016 „ �___ ............ • x m rILI C ro 0 Nti OLDSMM, FLORIDA 34677 813.925.1300 TEL y °NSM W W W.DAVLSBEW&COM TAMPA • DENVER. EST. 1994 L L i � J T 0 G n COO �tro� L� Z oN�r; 0z LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER ' IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600 EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ' ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 • ,t'AY 19 2016 „ �___ ............ rILI DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMM, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER. EST. 1994 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER ' IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600 EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ' ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 • ,t'AY 19 2016 „ �___ ............ 19 1'-4'1 1'_411 101-0° I'-4" 3'40"64" A/C PAD N0.2 A/C PAD NO. I (VERIFY 11 (VERIFY LOCATION) _0 LOCATION) PAVER DRIVE / LEADWALK 0 go :Lu LL O p;�X. � C.) MM • � O V i 2 Vi • �+ ..••• //1111111 a� nSAN)popD RTM�r� #16 - 1 454 SLAB INTERFACE PLAN 5CALE: 1/4" - 1'-9 GARAGE LEFT x m w DAVIS BEWS DESIGN GROUP C 0 too -�� EST. 1994 co - c rA 0 Y+ 0N�c) V V Z r- Q11 Q11 U V 6 ? JM C. G.C. VERIFY AGRYLIc 66 LL o o �c V J T O ON LANAI .�0�C0 LLr Orn ELEVATION N �0}'fp �n oW z��° LL l J 0'-4" -7t tl, «� ET RECE55 FOR POCKET 5LIDE @ q N N.S. e 28'4" PROVIDE CONDUIT IN 5LA5 FOR 15LAND ELECTRICREFE/ � NCE@ AT InI ELEVATION (+) 0'-011 N II M PROVIDE WATER LINE FOR ICE MAKER c_—=3 IREF. I I I � L=— =-J 13'-211 4' 511 21 911 II' 6" 8' 2° LINE OF TILE-\ ml \ y� SEAT ASV. �I ELEVATION / \ l) 0'-4" I/Q 5NOWER \ vRECE55 31-6" "� 3'-1" 1'-5" - 31.2" 4'-6'1 24'-411 F oPT- F0O 7f — -I \TU5 I DRYER II WA5NER L-_JL__J ---2x6 --- ELEVATION � -, � � 50 GAL. W.N. / NEAP/ VALVE LL ELEVATION l-) 0'-4° PAVERS z a� N =_T CV N TAPERED COL. ON 3'-4" N. GONG. 5A5E N I'-2" I' 2" I' 2" 51_411 21-411 8' -oil 21_411 cv 811 201-811 811 181.011 ELEVATION _ (+) 0'-0" ELEVATION _ (+) 0'-011 AA 352 N.S. ELEVATION (-) 0'-611 PAVER DRIVE / LEADWALK 0 go :Lu LL O p;�X. � C.) MM • � O V i 2 Vi • �+ ..••• //1111111 a� nSAN)popD RTM�r� #16 - 1 454 SLAB INTERFACE PLAN 5CALE: 1/4" - 1'-9 GARAGE LEFT JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED x m w DAVIS BEWS DESIGN GROUP C 0 too -�� EST. 1994 c rA 0 Y+ 0N�c) 6 ? JM C. 66 LL o o �c V J T O .�0�C0 LLr Orn N �0}'fp �n oW z��° LL -7t JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED 1p 2600 • TITLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAK FLORMA 34677 813.'92.5. 1300 TEL 81.3.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DE qVE - -�� EST. 1994 1p 2600 • TITLE • SLAB INTERFACE PLAN • SHEET • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.15L.R. - 5TH EDITION (2014). * * * * * * T.O.M. 9'-4" A.F.F. 34" H. LOW WALL UNDER COUNTERTOP �e w a 0 50 GAL. W.N. - OPT. 2.8x6-8 SERV, DR. OPT. 3'-0"x4'-0" GONG, PAD �Q H.B. T.O.M. 9'-4" A.F.F. G.C. VERIFY LANDSCAPE 3'-6"6-6" 3'4"x3'4" WALL BUFFER AROUND A/C A/C PAD N0.2 A/C PAD NO. I COMPRESSORS. (VERIFY (VERIFY LOCATION) LOCATION) rLNImrG L/CIC i � _. 1�lw"l. AT 8'-4" A.F.F. AT 8'-4" AFF. T.O.M. AFF. FE)WELLING AR OPENING HEIGHT5 TS, WHERE THE OPENINGOF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE E OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A 1453 TYPICAL MASONRY • x 0 w DAVISGN BEWS DESIGN GKOVP WINDOW SCHEDULE C o oo a EST. 1994 F zr- - WINDOW WIDTHS 0 N� 477 S.F. 20" 27" 37" 5311 144 5.F. d . ,= WINDOW CALL -OUTS `:. ��• 0 0 ( 26" 12 5H 1/2 32 5H 22 5H 32 5H Lu o 40 2�� = 39" 9 13 5H 1/2 33 5H 23 5H 33.5H J u 0 51" 14 5H 1/2 34 5H 24 SH 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '—'z 22" s 16 5H 1/2 36 5H 26 5H 36 5H �c G.G. VERIFY M45ONRY OPENING5 FOR ALL WINDOW5, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG -51-1, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.15L.R. - 5TH EDITION (2014). * * * * * * T.O.M. 9'-4" A.F.F. 34" H. LOW WALL UNDER COUNTERTOP �e w a 0 50 GAL. W.N. - OPT. 2.8x6-8 SERV, DR. OPT. 3'-0"x4'-0" GONG, PAD �Q H.B. T.O.M. 9'-4" A.F.F. G.C. VERIFY LANDSCAPE 3'-6"6-6" 3'4"x3'4" WALL BUFFER AROUND A/C A/C PAD N0.2 A/C PAD NO. I COMPRESSORS. (VERIFY (VERIFY LOCATION) LOCATION) rLNImrG L/CIC i � _. 1�lw"l. AT 8'-4" A.F.F. AT 8'-4" AFF. T.O.M. AFF. FE)WELLING AR OPENING HEIGHT5 TS, WHERE THE OPENINGOF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE E OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT JOB NUMBER 25002.25; ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE CAO FILE NAME LOT 8 TB SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE ISSUED 04-12-16 FINISHED FLOOR PER F.B.G.R. - 5TH EDITION (2014) 8312.2 REVISED a WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.Gj6paWi4 EDITION (2014) 83122 Ar NAr Ll cm ••...• 41, '� oo Q � • � Qtr • w T " m '444.nom= • O .. 00 1 V y` TAPERED COLUMN ON 3'-4" H. A.F.F. GONG. 1453 S.F. • x 0 w DAVISGN BEWS DESIGN GKOVP S.F. C o oo a EST. 1994 F zr- - S.F. 0 N� 477 S.F. LANAI 400 S.F. y MND ONo� 144 5.F. d . ,= 3(033 S.F. JM `:. ��• 0 0 oC0 >E LLt_rn N p * T 115 `(0 ON o 40 2�� MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT JOB NUMBER 25002.25; ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE CAO FILE NAME LOT 8 TB SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE ISSUED 04-12-16 FINISHED FLOOR PER F.B.G.R. - 5TH EDITION (2014) 8312.2 REVISED a WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.Gj6paWi4 EDITION (2014) 83122 Ar NAr Ll cm ••...• 41, '� oo Q � • � Qtr • w T " m '444.nom= • O .. 00 1 V y` TAPERED COLUMN ON 3'-4" H. A.F.F. GONG. CD m 0 0 0 un pmmq rvllo 00 i�i SANFORD 0 "ARTMJ #16-1454 HATCHING LEGEND 0 <_ INSULATE WALL ��r.wr�rr�ir•wr•nio•.r MAIN FLOOR 1453 S.F. UPPER FLOOR DAVISGN BEWS DESIGN GKOVP S.F. 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W OAVISBEWS.COM TAMPA • DENVER EST. 1994 F zr- - CD m 0 0 0 un pmmq rvllo 00 i�i SANFORD 0 "ARTMJ #16-1454 HATCHING LEGEND 0 <_ INSULATE WALL ��r.wr�rr�ir•wr•nio•.r MAIN FLOOR 1453 S.F. UPPER FLOOR 1159 S.F. TOTAL LIVING 2(o 12 S.F. GARAGE 477 S.F. LANAI 400 S.F. PORCH 144 5.F. TOTAL 50. FT. 3(033 S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT 2600111111 OF TITLE • MAIN FLOOR PLAN NOTES OF SHEET OF SCALE: 1/4" - I' -0"2A1 11n REFER TO SHEET 2A FOR MAIN FLOOR PLAN IN NOTE5 .I'-4" - •rr r III -Oil. 161-01I M.O. �i P' --------------- L,,0// /��✓ '�. • 1 '' S"W' -----._ _.------.--- .•' LL 0 �• ----------- �i ®V ®• -� ,• r 004 = UJ : U .os� co �' ; �°° „7 - � _ Nil j LANAI j 15' 011 811 V-2" M.O. 31-411 811 111-211 6' 111 81.511 8' 6" 21-81, BRKFST FAMILY ROOM MASTER SUITE M / / O 'T 0 �— 0 02-03'-I" KITCHEN ;31-411 ' 8" 31-411 11'-1" 21-611 1'-D" 2' 110° e m IM — � c0 ^d' Ln I -- -- s - 111 I — b� T — O " M PWDR ---- - 4' I" 11.111 21 611 "' S' 811 "' 7�r - n61r 611 41-811 = 611 5'-10" 3'-4" 3'-211 co BATH OM. - - DINING 61.411 1'-8" 31.611 61-211 31-811 I 811 5' 811 12'-411 UTIL 0 o — - F r � _ 8 11 —PL --J N L_J __ 811 4'-6" M.O. 6' 611 - 61.411 o M PORCH r 4" CIO r =i 11.2 11.2" P_2" 11.211 �. 51.411 2'-4" .411 GARAGE 161.011 r------ ---------------� I 161-01I M.O. REFER TO SHEET se"j,2AI FDR MAIN FLOG" PLAN W/ NOTE5 #'I5 - 1 454 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 11-0 GARAGE LEFT P' a L,,0// /��✓ '�. • 1 '' S"W' U �0 0 J NI V/ .2000) `�M 0 �co 0 Tn J V ~ E0 :� C 00 04 z _ 0 N �.1 ++ 0 !p 0��` 4j Z 732 EST. 1994 .•' LL 0 �• z ®V ®• -� ,• r 004 UJ : U .os� �' ; �°° „7 REFER TO SHEET se"j,2AI FDR MAIN FLOG" PLAN W/ NOTE5 #'I5 - 1 454 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 11-0 GARAGE LEFT JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED x w 03 11 DAVIS BEWS DESIGN GROUP U �0 0 J NI V/ .2000) `�M 0 �co 0 Tn J V ~ E0 :� C 00 04 z _ 0 N �.1 ++ 0 !p 0��` 4j Z 732 EST. 1994 JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED 2600 • TI TLE MAIN FLOOR PLAN DIMENSIONS II 2A2 03 11 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, MORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>ENVER EST. 1994 2600 • TI TLE MAIN FLOOR PLAN DIMENSIONS II 2A2 ALL EMERGENCY ESCAPE AND RESCUE OPENING5 SHALL COMPLY WITH 8310 PER F.5.C.R. - 5TH EDITION (2014). * * * * * * 2xh EXTERIOR FRAME WALL (U CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE F'INI5HED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF 45TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 111 TYPICAL WOOD FRAME x ro w liz) la, BEWS DESIGN GROVP WINDOW SCHEDULE Ur0LO Lo - EST. 1994 F-zz_-- WINDOW WIDTHS �c t,A ., 20" 24" 36" 48" H WINDOW CALL -OUTS Ul a • — .. �. > �Jc 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. w 120 x 13, '� V ~ 0 0 J 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = .0orm t6co tCr, J Zr�0 �lllil111 ., 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H '—' z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 514 4060 514 G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOWS, Lu w WINDOW 51ZES AND INSTALLATION MAY VARY PER ~ MANUFACTURER AND 5PECIFICATION5. O 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U51ED (5INGLE HUNG -514, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENING5 SHALL COMPLY WITH 8310 PER F.5.C.R. - 5TH EDITION (2014). * * * * * * 2xh EXTERIOR FRAME WALL (U CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE F'INI5HED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF 45TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 111 /1,057-01NG SANFORD `'A. OMPA R`C�� #16-1454 UPPER FLOOR PLAN NOTES SCALE: 114" = I'-0" GARAGE LEFT I� x ro w liz) la, BEWS DESIGN GROVP Ur0LO Lo - EST. 1994 F-zz_-- y u• s O t,A ., N� 2.0 C� Ul a • — .. �. > �Jc e Z N �{�,,/ O �400 120 x 13, '� V ~ 0 0 J yw 0 N C OO ,5,4 E�r roan .0orm t6co tCr, Zr�0 �lllil111 ., /1,057-01NG SANFORD `'A. OMPA R`C�� #16-1454 UPPER FLOOR PLAN NOTES SCALE: 114" = I'-0" GARAGE LEFT • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED DAVISou x ro w liz) la, BEWS DESIGN GROVP Ur0LO Lo - EST. 1994 F-zz_-- O N� 2.0 C� �. > �Jc 6 CO 120 x 13, '� V ~ 0 0 J 0 N C OO ,5,4 E�r roan .0orm t6co tCr, Zr�0 • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED DAVISou V) C)mm w LnO 0 O m (if) zr,000 00 z� H 00 O H >= O _<Fmm� P* 2600 • TI TLE • UPPER FLOOR PLAN NOTES • SHEET • liz) la, BEWS DESIGN GROVP 150 STATE STREET EAST OU MAk FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX V WW.DAVISBEW&COM TAMPA • DENVER - EST. 1994 F-zz_-- V) C)mm w LnO 0 O m (if) zr,000 00 z� H 00 O H >= O _<Fmm� P* 2600 • TI TLE • UPPER FLOOR PLAN NOTES • SHEET • 1-1 v cC 6 n sis -ilea UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-0" GARAGE LEFT • x m w I JL DAVIS B EWS DESIGN GROUP C U �o N EST. 1994- 0 J hrn m vi N 0N�f9 4 yr �4i �•' •• J �A ,��.•+�� 4.00 Lu CM co GaW •••...r. 0 O �c ~ `oma Eo.0°o �_�_cm n sis -ilea UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-0" GARAGE LEFT • JOB NUMBER 25002.251 CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED • x m w I JL DAVIS B EWS DESIGN GROUP C U �o N EST. 1994- 0 J hrn do N� N 0N�f9 Lu CM co ` O�jL L.• 0 O �c ~ Eo.0°o �_�_cm N 0 . i0 6. ) z° • JOB NUMBER 25002.251 CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED 2600. • TITLE • UPPER FLOOR PLAN DIMENSIONS I JL DAVIS B EWS DESIGN GROUP 150 STATE STREET FAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER. EST. 1994- 2600. • TITLE • UPPER FLOOR PLAN DIMENSIONS TRU55E5 BEYOND IN5ULATION ATTIC ACCESS DETAIL 5CALE: 1/2" : 1'-011 51/411 CROWN MOULDING SMOOTH FIN15H W/ SEMI GLO55 PAINT 31/4" BASE 51). (0443) FOYER ARCH (6p 5CALE: 1/4" : I'-011 FLOOR-•— G.C. VERIFY 3/4" PLYWD, 5HIM A$ POP-UP OUTTLET5 FLOOR 'co FLOOR REQ D 5Y5TEM BEYOND —} _ _ 1° OPEN CA51NG rrYP.) I�.m�° SYSTEM 2x 5TUD5 (PER BE 5TD. / / PLAN) 51/411 CROWN MOULDING SMOOTH FIN15H W/ SEMI GLO55 PAINT 31/4" BASE 51). (0443) FOYER ARCH (6p 5CALE: 1/4" : I'-011 FAIR NOTES: RAILING BALU5TER5 5HALL BE 5PAGED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENING5 FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN 51DE OF A 5TAIRWAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A 5PHERE OF 6 INCHE5 CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARD5 ON THE 51DE5 OF 5TAIR TREAD5 5HALL NOT ALLOW A 5PHERE 4 3/8 INCHE5 TO PA55 THROUGH HANDRAILS HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RI5ER HANDRAIL END5 5HALL BE RETURNED OR $HALL TERMINATE IN NEWEL PO6T5 OR SAFETY TERMINALS, HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA CEILING 4" PIA. DRYER - DUCT DRYER VENT DETAIL 5CALE: 1/4" : 1411 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.C.R - 5TH EDITION (2014). 42" H. ,l RAILING n HTH FLOOR-•— G.C. VERIFY 3/4" PLYWD, 5HIM A$ POP-UP OUTTLET5 FLOOR DECKING FLOOR REQ D 5Y5TEM BEYOND —} _ _ 1° CA51NG rrYP.) I�.m�° SYSTEM 2x 5TUD5 (PER BE 5TD. / / PLAN) BA5E BEAM (TYP) 311 H CABINET 1/16110.5.5. BACKING 1/2" DRYWALL CALI. TOP 5CALE: 1/2" : p.Oii FAIR NOTES: RAILING BALU5TER5 5HALL BE 5PAGED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENING5 FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN 51DE OF A 5TAIRWAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A 5PHERE OF 6 INCHE5 CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARD5 ON THE 51DE5 OF 5TAIR TREAD5 5HALL NOT ALLOW A 5PHERE 4 3/8 INCHE5 TO PA55 THROUGH HANDRAILS HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RI5ER HANDRAIL END5 5HALL BE RETURNED OR $HALL TERMINATE IN NEWEL PO6T5 OR SAFETY TERMINALS, HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA CEILING 4" PIA. DRYER - DUCT DRYER VENT DETAIL 5CALE: 1/4" : 1411 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.C.R - 5TH EDITION (2014). 42" H. ,l RAILING n HTH FLOOR-•— FLOOR 5Y5TEM = _ 3/4" PLYWD, 150 STATE STREET EAST OWWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM FLOOR DECKING FLOOR 3/4" PLYWD, DECKING •sa" Z act . ;m j fJ"r••r TO HALL 7 42" H. 4211 H. RAILING RAILING STAIR SECTION 5GALE: 1/4" : I' -mil #16-1454 PLAN DETAILS 5CALE: 1/4" : I'-011 GARAGE LEFT FLOOR-•— FLOOR 5Y5TEM = _ x ro w 150 STATE STREET EAST OWWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM FLOOR I" N051NG FLOOR 5Y5TEM BEYOND —} _ _ 5Y5TEM rrYP.) I�.m�° SYSTEM BE / / BEAM (TYP) 311 H RAILING Ix - TREAD5 "' 100011 2x8 J015T u' AND R15ER5 ua () (TYP.) i 2x i 6TRINGER5 2x8 a LEDGER � Iq ,a'cj3 n 2x TREAD5 "'—�/ (2) 2x8 = _ = BEAMS TO MASTER AND Ix R15ER5 (2) 2x8 � 5TAIR TURN5 _ _ _ SUITE 111 N051NG 5EAM5 90° � (TYP.) (TYPJ 2x 5TRINGER5 STORAGE UNDER - 5TAIR5 STAIRS IN 8 TREAD5 AT 10.00" EACH LANDING 1 8 TREAD5 AT 10.00" EACH LANDING FOREGROUND STAIR SECTION 5GALE: 1/4" : I' -mil #16-1454 PLAN DETAILS 5CALE: 1/4" : I'-011 GARAGE LEFT • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED 1• • u x ro w 150 STATE STREET EAST OWWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM 0 ,Ado W2c°��r�i �. Lm O O LO U Loo Lo J N' >•;� JM a�,• ro= ~ D J _0 (tl C 0. 0 - f0 0-ro� z �2 • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED 1• • u 0 Ln w O 0 O m Lr) zpmmq 00 z� oc 00 o 1� >= o < 2600 • TI TLE • PLAN DETAILS • SHEET2C • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OWWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM TAMPA • DENVER. EST. 1994 �- 0 Ln w O 0 O m Lr) zpmmq 00 z� oc 00 o 1� >= o < 2600 • TI TLE • PLAN DETAILS • SHEET2C • l uz°THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNESS INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103h.2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / SCALE: 3" - 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - VH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 12 12 SHINGLE Q6 DECORATIVE R00BRACKET "A" FIN15H r (SEE DETAIL) FINISH (TYP.) 12 41 1 TRIM G.C. VERIFY ALUMINUM SHINGLE 6� BD. OVER 2x6 5UB-FA6CIA ROOF PLT. HT. (TYPICAL) PLT. HT, 4 BANDING 4" BANDING O x U1 REVISED 0 Lo 0 0 3�E�Z 4 (TYP.) x } Lu (TYP.) � n Ell Lu Z FINISH INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103h.2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / SCALE: 3" - 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - VH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 12 12 SHINGLE Q6 DECORATIVE R00BRACKET "A" FIN15H r (SEE DETAIL) FINISH (TYP.) 12 41 1 TRIM G.C. VERIFY ALUMINUM SHINGLE 6� BD. OVER 2x6 5UB-FA6CIA ROOF PLT. HT. (TYPICAL) PLT. HT, TRIM AT DOORS AND WU NDOW3 TO 5E TRIM 50ARD WHEN ADJACENT TO 3 I D IN, AND FOAM SAND IN WHEN ADJACENT TO FUCCO 4 BANDING 4" BANDING LOT 8 TB x 04-12-16 REVISED 0 Lo 0 0 3�E�Z 4 (TYP.) STUCCO (TYP.) STUCCO FINISH 41-0" 4'-0" DECORATIVE (TYR) (TYP.) FIXED SHUTTERS FINISH 7 12 12 (TYP.) 6 I'd" TRIM FIXED SHUTTERS TRIM AT DOORS AND WU NDOW3 TO 5E TRIM 50ARD WHEN ADJACENT TO 3 I D IN, AND FOAM SAND IN WHEN ADJACENT TO FUCCO BD. I 5D. AND � SECOND FF. LINE 2'-0" 2'-0° BATTEN /SHINGLE _ SECOND F.F. LINE (TYP.) (TYP.J (TYP.) ROOF 6" BANDING (TYP.) TOM. _ SHINGLE ROOF —i- T.O.M. L DECORATIVE ��11 111110' = BRACKET ,B, (SEE DETAIL) 6" 6 0" SMOOTH•••®•• % (TYP.) 50. STUCCO .� ••.®®C% s�.a COACH N : FLU • LIGHT (TYP.) o Q•...� �° TEXTURED FINISH TEXTURED ��'� •�'+. .••' �� a'� FINISH MAIN FF. LINE MAIN F.F. LINE TEMP.TEMP. 36" H. GRADE LINE FR, DR. SIDE LT. DECORATIVE GRADE LINE (ASSUMED) RAILING (ASSUMED) FRONT ELEVATION INSERT FOR RONr DOOR. SCALE: 1/4" - I'-0" ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED STYROFOAM OR EQUAL BRACKET Lj b 14" FRONT VIEW SIDE VIEW DECORATIVE BRACKET "B" DETAIL SCALE: 1/2" = I'-0" w 2" 2, 4" 0„ 5Q. 0 cp - M FRONT VIEW SIDE VIEW TYP. WINDOW/ DECORATIVE TYP. COLUMN DOOR TRIM DETAIL BRACKET A DETAIL DETAIL SCALE: 1/2" -- I'-0" SCALE: 1/2" - 14" SCALE: 1/4" - I'-0" 7 --- 4" BANDING LOT 8 TB x 04-12-16 REVISED 0 Lo 0 0 3�E�Z 4 Uto to -j 2N�M JM L • Oro 00 rn E, N _� m . U)o�^ ZG2,* ........ (TYP.) STUCCO DECORATIVE FINISH 7 FIXED SHUTTERS (TYR) _� _ � *= STUCCO * FINISH M BD. I 5D. AND � SECOND FF. LINE 2'-0" 2'-0° BATTEN /SHINGLE _ SECOND F.F. LINE (TYP.) (TYP.J (TYP.) ROOF 6" BANDING (TYP.) TOM. _ SHINGLE ROOF —i- T.O.M. L DECORATIVE ��11 111110' = BRACKET ,B, (SEE DETAIL) 6" 6 0" SMOOTH•••®•• % (TYP.) 50. STUCCO .� ••.®®C% s�.a COACH N : FLU • LIGHT (TYP.) o Q•...� �° TEXTURED FINISH TEXTURED ��'� •�'+. .••' �� a'� FINISH MAIN FF. LINE MAIN F.F. LINE TEMP.TEMP. 36" H. GRADE LINE FR, DR. SIDE LT. DECORATIVE GRADE LINE (ASSUMED) RAILING (ASSUMED) FRONT ELEVATION INSERT FOR RONr DOOR. SCALE: 1/4" - I'-0" ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED STYROFOAM OR EQUAL BRACKET Lj b 14" FRONT VIEW SIDE VIEW DECORATIVE BRACKET "B" DETAIL SCALE: 1/2" = I'-0" w 2" 2, 4" 0„ 5Q. 0 cp - M FRONT VIEW SIDE VIEW TYP. WINDOW/ DECORATIVE TYP. COLUMN DOOR TRIM DETAIL BRACKET A DETAIL DETAIL SCALE: 1/2" -- I'-0" SCALE: 1/2" - 14" SCALE: 1/4" - I'-0" 7 • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB x 04-12-16 REVISED 0 Lo 0 0 3�E�Z 4 Uto to -j 2N�M JM L • Oro 00 rn E, N _� m . U)o�^ ZG2,* • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED FST. 1994 F,, \W I/vv SANF'ORD FPA R #16- 1454 ELEVATION "B" GARAGE LEFT 2600 , • TITLE • FRONT ELEVATION DETAILS DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OUXAIAR, FLORMA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FST. 1994 F,, \W I/vv SANF'ORD FPA R #16- 1454 ELEVATION "B" GARAGE LEFT 2600 , • TITLE • FRONT ELEVATION DETAILS VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT CENTER OVER GARAGE DOOR G.C. VERIFY ALUMINUM - OVER 24 51,15-FA5CIA Lu � a:6 (TYPICAL) ROOF PLAN- � as GARAGEG / PORCH ROOF G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS SCALE: 1/8" = 1411 VENT REQUIREMENTS O�c`v�,v REQUIRED, PER MANUFACTURER'S SPECIFICATIONS T.O.M. _ -------- -------- ------�--f ------- 1Ij - --L -----7-1 2'-0" OF *NET FREE AREA PERVENT. ATTIC AREA = 609 SQ, FT. / 300 = 2.03 SQ. FT. TYP.TEXTURED X 144 = 292 SQ. IN.. LANAI ROOF HALF AT UPPER 2/3 ROOF VENTS =146.16 SQ. I'N. i VENT REQUIREMENTS AT SIDES I VENTILATION CALCULATIONS ATTIC AREA = 400 SQ. FT. / 300 =1.33 SQ. FT. X 144 = 192 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. I I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 96.00 SQ. IN. ACTUAL SOFFIT VENTILATION = 582 SQ. IN. I bio OFF -RIDGE I VENT (TYP.) 0 0 V UPPER ROOF 6;12 RIDGE I I VENT REQUIREMENTS 6:12 I VENTILATION CALCULATIONS ATTIC AREA =1465 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.60 SQ. IN. j s j i # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.60 SQ. IN. ACTUAL SOFFIT VENTILATION =1493 SQ. IN. HATCHING INDICATES LINE i I HATCHING INDICATES FIRE OF RECE55 IN TRUSSES �`�' Lu i RATED EAVES (NO SOFFIT FOR HANGING A/H J o ci VENTILATION AT THESE ..—oe6� I o AREAS ITYPJ I --------�---------------- _ — ---------------- -- __ ___ ----- :1 I L I 91�F� i i 1'-0" all I i I -- I 1 ---==-------------- I � I I I I I I I I I I I I = Q I I I eo 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SNOWS THE TYPICAL THICKNESS W OF ALL RA15ED TEXTURED FIN15H BANDING rx AND SAND FINISHED KEY5TONE5 (WHERE x y APPLICABLE) IF THICKNESS 15 TO BE LU o DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15PED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F-5-C.R. - 5TH EDITION (2514) R312.2 e cz v- (VERIFY W/ TRU55 MANUR) 12 612 � a6 ROOF TRUSSES AT 24" O.C, (TYPICAL) u LOW WALL LOFT 4D o a4 —FLOOR 5Y5TEM KITCHEN OPEN T CONC. ❑ DINING PORCH E LINTEL DD LANAI R ST. SECTION AA. SCALE: 1/8" = 1411 G.C. VERIFY ALUMINUM - OVER 24 51,15-FA5CIA Lu � a:6 (TYPICAL) ROOF PLAN- � as GARAGEG / PORCH ROOF SHINGLE E ROOF SCALE: 1/8" = 1411 VENT REQUIREMENTS O�c`v�,v SECOND FF. LINE 4� T.O.M. _ VENTILATION CALCULATIONS TAMPA • DE1WE1 2'-0" ATTIC AREA = 609 SQ, FT. / 300 = 2.03 SQ. FT. TYP.TEXTURED X 144 = 292 SQ. IN.. 6' HALF AT UPPER 2/3 ROOF VENTS =146.16 SQ. I'N. FINISH _ # UPPER 2/3 ROOF VENTS REQUIRED = 2 AT SIDES HALF AT LOW SOFFIT / EAVE VENTS =146.16 SQ. IN. MAIN FF_LINE ACTUAL SOFFIT VENTILATION = 517 SQ. IN, 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SNOWS THE TYPICAL THICKNESS W OF ALL RA15ED TEXTURED FIN15H BANDING rx AND SAND FINISHED KEY5TONE5 (WHERE x y APPLICABLE) IF THICKNESS 15 TO BE LU o DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15PED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F-5-C.R. - 5TH EDITION (2514) R312.2 e cz v- (VERIFY W/ TRU55 MANUR) 12 612 � a6 ROOF TRUSSES AT 24" O.C, (TYPICAL) u LOW WALL LOFT 4D o a4 —FLOOR 5Y5TEM KITCHEN OPEN T CONC. ❑ DINING PORCH E LINTEL DD LANAI R ST. SECTION AA. SCALE: 1/8" = 1411 12 6L---, 12 a6 SHINGLE ROOF —GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/8" = I'-0" 12 G.C. VERIFY ALUMINUM 6� LSNINGLE OVER 2x6 SUB -FASCIA ROOF (TYPICAL) PLT. HT. 5TUCCO ❑ ip FIN15H * 12 SECOND F.F. LINE 4� r 5HINGLE `A T.O.M.ROOF a TEXTURED - FINISH CO MAIN FF. LINE TEMP. PLT. HT. STUCCO <; FINISH 2 SECOND FF. LINE T.O.M. TEXTURED FIN15H MAIN FF. LINE GRADE LINE (ASSUMED) I� ��%11111111110,/ ••.r.....e. /��' z J ' ct G.C. VERIFY ALUMINUM - OVER 24 51,15-FA5CIA Lu � a:6 (TYPICAL) PLT. HT. � as Ci r o J N0 Ndo. N M >Jm Q)iL . ro= _j T O 0mVC00 � =oim Z -'2°v SHINGLE E ROOF T.D.M. eye O�c`v�,v SECOND FF. LINE 4� T.O.M. _ W W W.DAVISBEWS.COM TAMPA • DE1WE1 2'-0" TEXTURED TYP.TEXTURED FIN15H 6' MAIN F.F. LINE FINISH _ 12 6L---, 12 a6 SHINGLE ROOF —GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/8" = I'-0" 12 G.C. VERIFY ALUMINUM 6� LSNINGLE OVER 2x6 SUB -FASCIA ROOF (TYPICAL) PLT. HT. 5TUCCO ❑ ip FIN15H * 12 SECOND F.F. LINE 4� r 5HINGLE `A T.O.M.ROOF a TEXTURED - FINISH CO MAIN FF. LINE TEMP. PLT. HT. STUCCO <; FINISH 2 SECOND FF. LINE T.O.M. TEXTURED FIN15H MAIN FF. LINE GRADE LINE (ASSUMED) I� ��%11111111110,/ ••.r.....e. /��' z J ' ct ,I�S►�'� �.Y �� CL- • Lu � a:6 DAVIS BEWS � as Ci r o J N0 Ndo. N M >Jm Q)iL . ro= _j T O 0mVC00 � =oim Z -'2°v DESIGN GILOVP T.D.M. eye O�c`v�,v 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE1WE1 2'-0" SCALE: 1/8" = 14" 12 6� 12 G.C. VERIFY ALUMINUM Q6 OVER 2x6 51,115-FA5CIA LSHINGLE (TYPICAL) ROOF PLT. HT. _ _ _ PLT. Hr. _ SHINGLE ROOF LSTUCCO SHINGLE o� 12 • Lu � a:6 DAVIS BEWS 0 0 0 Ci r o J N0 Ndo. N M >Jm Q)iL . ro= _j T O 0mVC00 � =oim Z -'2°v DESIGN GILOVP T.D.M. 150 STATE STREET" EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE1WE1 2'-0" TYP.TEXTURED 6' RETURN FINISH AT SIDES MAIN FF_LINE 8 6, FINISH ROOF 6' 12 SECOND F.F. LINE 8 2 SECOND F.F. LINE T.OM "' T.O.M. v, STUCCO FIN15H LTEXTURED _ _ TEXTURED <r `�� ZIP FINISH FINISH �� N� 5APlF®FtD MAIN F.F. LINE MAIN F.F. LINE � - - - - - - - - - GRADE LINE AA RT RIGHT ELEVATION (ASSUMED) SCALE: I/8" = I4" � � � � ELEVATION B GARAGE LEFT • JOB NUMBER 25002.251 CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED • x ro DAVIS BEWS 0 0 0 Ci r o J N0 Ndo. N M >Jm Q)iL . ro= _j T O 0mVC00 � =oim Z -'2°v DESIGN GILOVP 150 STATE STREET" EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL • JOB NUMBER 25002.251 CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED V) C)no un w Y O � O m (f) zFM=4 00 2 � H 00 O F� >7 O0 0 � 2 6 0 0 • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • 3B2 ZP_ DAVIS BEWS DESIGN GILOVP 150 STATE STREET" EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE1WE1 EST. 1994 o V) C)no un w Y O � O m (f) zFM=4 00 2 � H 00 O F� >7 O0 0 � 2 6 0 0 • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • 3B2 -1 BUILDING WRAP TOGO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OF MATERIAL PER :NATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) :-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR"Z" FLASHING DETAIL OPTION - A 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 A 44- RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i WATER PROOF CAULKING EXTERIOR FINISH PER BUILDER i _ PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST n AND UP WALL BY 6" lOV 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 L4 CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING t FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFSST J•1�P WEATHER RESISTIVE BARRIER 0P SILL PLATE (SEE DETAIL B E 2 FOR OPTIONS) 5� 5� 6P� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / RESISTIVE BARRIER A FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE WINDOW) FLASHING / � 2 � i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" x w 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 i FLASHING. 20" FLOOR TRUSS 2X8 TRIM BOARD I I I STUCCO "J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" ° SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH, 8' CMU BLOCK ` ♦� ®, ///��,��'®/rs '" • tP1 W ♦ • TYPICAL FLASHING AT BALCONY l h•��;.� WALL COVERING , F 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL E ' VELOPE. TH EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EX RIOR WALL 1, , ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULA NOF WATE WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VEN R AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE AS BLY PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S; IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. �i,\xP'Nc 7. AT BUILT-IN GUTTERS. SAN��frtth OFPARI�� #1 6 - 1 454 FLASHING DETAILS N,T.5. GARAGE LEFT • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED x w DAVIS BEWS DESIGN GROVP LO CU too EST. 1994 �--, 0 -i N� 0 �N�0 .` N 0J N >� M i3Lm 0L• 00 61. oC°o LLt�rn L = *' 6U) iT z0 • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED V) C)ME Ln w O 0 O m cn zP=04 NO, 00 z� r9plo H 00 O OLIU.- Oki � 2600 , • TITLE • FLASHING DETAILS II 3X3 II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUWAAI , FLORIDA 34677 813. 975. 1300 TEL 813. 925.1800 FAX V VW.DAVISBEW&COM TAMPA • DEN VER EST. 1994 �--, V) C)ME Ln w O 0 O m cn zP=04 NO, 00 z� r9plo H 00 O OLIU.- Oki � 2600 , • TITLE • FLASHING DETAILS II 3X3 II SHEATHING TEXTURE FINISH COAT BROWN GOAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP 5GREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N06E OF M.W.W.5. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. W SEAL TOPS OF JOISTS —� UNDER DECKING (SEE DETAIL WP07) 4 - WEATHER RESISTIVE BARRIER WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH BOTTOM OF ) / THRESHOLD SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING i \ NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER--� i / SEAL TOPS OF JOISTS "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** FLANGE (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER MAI I OI.JCATU1°.1/N ASPHALT SEALANT: EXTEND MIN. LA 6" � OUTSIDE OF FLASHING 6.1 / z DIVERTER FLASHING M�Ns„ DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH Y.i HOLD EXTERIOR °` y; '° .` : FINISH 2" ABOVE 'rr { ROOF F :°. A : A FLASHING ` e 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 SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER _T AS EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING —�� 3/4'=1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED IED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING N mr UP JAMB 6". USE LIQUID NAIL BRAND WINDOW SEALANT APPLIED REFER TO TECHNICAL / SEE DED O OR EQUAL WEATHER PROOF CAULKING ( FLASHING CONT. LETTER ON CHEMICAL / SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE =ro°' EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE LOCATIONS) AT ENTRYROOF ADHESIVE AS SHOWN BOTTOM OF ) / THRESHOLD SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING i \ NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER--� i / SEAL TOPS OF JOISTS "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** FLANGE (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER MAI I OI.JCATU1°.1/N ASPHALT SEALANT: EXTEND MIN. LA 6" � OUTSIDE OF FLASHING 6.1 / z DIVERTER FLASHING M�Ns„ DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH Y.i HOLD EXTERIOR °` y; '° .` : FINISH 2" ABOVE 'rr { ROOF F :°. A : A FLASHING ` e 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 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT i FL\OGS RooF o�G� rAy14 L9, i ✓OC'Q0 S'O RooF QEG� < q OA`��9C07'L ° \OEC Pp O P \ PP TYPICAL ROOF TO �RF�� otioo,� 2 5 N oURA4 oU UR � 3Ro GovRs OURS \ sE ENo � M�oRvP eoc'6 WALL FLASHING DETAIL 10- 2No G 1sj Go \ RAKE METAL zz Z9, LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 1 5' 4" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. DO N07 NAIL WITHIN 6 EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1" 8" 8" 8" 8" 81, 1" REMOVE D N SEALANT LI E \l NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING FIGURE 4: VALLEY DETAIL NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 em BUILDING PAPER BUILDING PAPER ' 7/16" O.S.B.7/16" O.S.B. SHEATHING SHEATHING ' KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" UNPERFORATED FLANGE 7/8" VULCUM CAULK BOTTOM JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER I TO BE css r CEMENT PLASTER INHe ACCORDANCE WITH ° ®'®.® °®° ®�•1~ D D I ®� :*1 •« ASTMC926 OVER WOOD I 2ND FLOOR ® ®° ° : � V 'F u / 1/2" CEM T PLASTER / FINISH 2 1/2" PERFORATED CEMENT ~ ®�®®° BLOCK FLANGE 1/2" WEEP PLASTER ® SCREED OVER ° °° BLOCK 1ST FLOOR NOTE: _ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. TEXTURED, PAINTED x ro w DAVIS BEWS DESIGN GROUP _T AS TAMPA • DENVER EXTER. WALL FINISH C J h� ASPHALT BASED IED ROOF CRICKET: 6" X 18" H GALV. N mr SEALANT APPLIED N MIN: 3:12 SLOPE (REQUIRED AT FLASHING CONT. Lo 0CoLL BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP =ro°' AND EXTENDING A LOCATIONS) AT ENTRYROOF 0 � MINIMUM OF 6" ABOVE j� �6. T L T SHINGLES ofz w z VERTICAL RISE OF \ >u) FLASHING AT KNEEWALL � 6" X 18" H GALV. 00 FLASHING CONT. iv SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT i FL\OGS RooF o�G� rAy14 L9, i ✓OC'Q0 S'O RooF QEG� < q OA`��9C07'L ° \OEC Pp O P \ PP TYPICAL ROOF TO �RF�� otioo,� 2 5 N oURA4 oU UR � 3Ro GovRs OURS \ sE ENo � M�oRvP eoc'6 WALL FLASHING DETAIL 10- 2No G 1sj Go \ RAKE METAL zz Z9, LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 1 5' 4" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. DO N07 NAIL WITHIN 6 EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1" 8" 8" 8" 8" 81, 1" REMOVE D N SEALANT LI E \l NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING FIGURE 4: VALLEY DETAIL NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 em BUILDING PAPER BUILDING PAPER ' 7/16" O.S.B.7/16" O.S.B. SHEATHING SHEATHING ' KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" UNPERFORATED FLANGE 7/8" VULCUM CAULK BOTTOM JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER I TO BE css r CEMENT PLASTER INHe ACCORDANCE WITH ° ®'®.® °®° ®�•1~ D D I ®� :*1 •« ASTMC926 OVER WOOD I 2ND FLOOR ® ®° ° : � V 'F u / 1/2" CEM T PLASTER / FINISH 2 1/2" PERFORATED CEMENT ~ ®�®®° BLOCK FLANGE 1/2" WEEP PLASTER ® SCREED OVER ° °° BLOCK 1ST FLOOR NOTE: _ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. JOB NUMBER 25002.25 CAD FILENAME LOT 8 TB ISSUED 04-12-16 REVISED x ro w DAVIS BEWS DESIGN GROUP LO rtoo TAMPA • DENVER Z� EST. 1994 C J h� N' 000 N mr �.. >;JM Lo 0CoLL 00 J 0 6 0 =ro°' s 0�cp 0 � j� �6. T L T JOB NUMBER 25002.25 CAD FILENAME LOT 8 TB ISSUED 04-12-16 REVISED INSTALL BOTTOM EDGE OF w SLAB WEEP SCREED 1" BELOW no FINISH FLOOR O Ln OPTIONAL DETAIL W WEEP SCREED DETAIL SCALE: NOT TO SCALE 0 SHEATHING 0 01 METAL FLASHING 1 1 1 I V/ -%V v "LLL 1 FLASHING DETAIL JINttKI=U KUUI- KUN KIUKUU I FLASHINU d" — !S AT 24" O.C. PAST EDGE OF ROOF JI ROOF PER PLAN DI SA FORD TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW O��'gRTM�� #16 _ 1 454 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR° FLORIDA 34677 813. 925. 1300 'TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Z� EST. 1994 INSTALL BOTTOM EDGE OF w SLAB WEEP SCREED 1" BELOW no FINISH FLOOR O Ln OPTIONAL DETAIL W WEEP SCREED DETAIL SCALE: NOT TO SCALE 0 SHEATHING 0 01 METAL FLASHING 1 1 1 I V/ -%V v "LLL 1 FLASHING DETAIL JINttKI=U KUUI- KUN KIUKUU I FLASHINU d" — !S AT 24" O.C. PAST EDGE OF ROOF JI ROOF PER PLAN DI SA FORD TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW O��'gRTM�� #16 _ 1 454 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. GARAGE LEFT EL CTfRf CAL <E r { DUPLEX CONVENIENCE OUTLET x m w DUPLEX OUTLET ABOVE COUNTER EST. 1994 Fz�— 0 ~o w.a. WEATHERPROOF DUPLEX OUTLET 0 I vG.F6 GROUND FAULT INTEMPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET NI SPECIAL PURPOSE OUTLET 0 00) cli DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH >;JM 13 THREE-WAY SWITCH �. ` a� �• 14 FOUR-WAY SWITCH 20 $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE o� Co. WALL MOUNTED INCANDESCENT LIGHT FIXTURE E 1 1 ;Q. RECE55ED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT e� FLUORESCENT LIGHT FIXTURE 2 Z r1 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) G.C. VERIFY ALL r THERMOSTAT (D SMOKE DETECTORS (pn ELECTRIC METER TO BE HARP -WIRE) s ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �(/> ROUGH -IN FOR OPT. CEILING FAN v � c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - OTESI.PROVIDE 1. PROVIDEAND INSTALL GROUND FAULT CIRCUIT-INTEMPTER5 (GF.I.) A5 INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14' TELEPHONE. ..14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND 544L BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4/0 ALU. CABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING MAIN DISCONNECT MEER A/C ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, COMBO - SQUAD D DIX. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. TYR 014 AND 012 COPPER TO DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 REFER TO FLOOR INSIDE LIGHTS AND OUTLETS PLM FOR NOTED MAIN DISC. PANEL 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY AMPS. REQUIRED 10 COPPER TO ROOMS SHALL BE GF.C.I. PROTECTED IGF.(). WATER HEATER UNDERGROUND "8 COPPER TO RANGE 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SERVICE BY.10, ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PAN.E.C. 2011, F.B.C. - 5TH SORER COMPANY 04 COPPER r0 5/8" GROUND ROD EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. ALSO SERVICE TO BE BONDED TO FOOTING STEEL 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DFTFCTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. ELECTRICAL RISER D IAG RA M 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE NOTE: BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELECTRICAL MATERIALS AND INSTALLATIONS SHALL LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 3'40°640° A/C PAD NO.2 A/C PAD NO. I (VERIFY (VERIFY LOCATION) LOCATION) — - — - — — — — — — — — — — — — — — — — = i -------------- ------------- ILL LANAI 1 ROUGH -IN ROUGH -IN �� ROUGH -IN FOR OPT. FOR OPT. L r FANLIGHT � FOR LIGWT W.P. GF.I. MASTER SUITE BRKFST G.C. VERIFY ABOVE AND (PENDANT BELOW CABINET LIGHTING VERIFY LOCATION) ROUGH -IN BAR RECEPTACLE FOR FOR OPT. vi FAMILY ROOM PENDANTS GARBAGE DISPOSAL FAN/LIGHT (VERIFY \ / \ LOCATION) _ — / AT 32" 1 VENT HOOD To EXTERIOR 0-1 D�KITCHEN� 0 I � GF.I. 1 I I SD CM AT 32" UP TO FAN GF.I. UP TO LIGHT UP TO 1 —1 AND SWITCH I CAN LT5. F_ ; CH + 36" L--- 1 ---- i L — I (SINGLE cr G . — — PWDR OUTLFT) HORIZ. PENDANT M(VERIFY MAKE-UP PWANT LIGHTS - — -- (VERIFY M. BATH GF.I. MAKE-UP I I LOCATION) I I LOCATION) LIGHTS oUng, DINING ;O I I I I o ; W.P. I I \ 1220 V. AT 48" L -J -----I— 16 OPT. J I / 1 F'USHBIITTON LIGHT _ _ J FOR GD, A.H. OPENER I WP. DISC. / GF.I. Ld r GF.I. c G. OUTLET — L LE �j GARAGE _ ' _ LIGHT AND SWITCH IN ATTIC 200 AMP. GF.I. CLG. OUTLET ELEC. ELEC. FOR GD. OPENER METER PANEL I G.F.I. W.P. / GF.I. FOR AT 48" T.U6. SERVICE IRRIG. ' Coach COACH LIGHT / LIGHT (2) A/C DI5CONN. W.P. GF.I. 220 V. MICROWAVE OUTLET +14" (SINGLE) r��1111111��1�•IIIIO��IIIII�� • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED .I x m w 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER. EST. 1994 Fz�— 0 ~o 0 h0 NI 0 00) cli y 6 >;JM �. ` a� �• 20 �c J V Oo o� Co. E 1 1 O 2 Z r1 r��1111111��1�•IIIIO��IIIII�� • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED LL 2600 SANFORD TITLE • MAIN FLOOR ELECTRICAL 4�PAR PLAN �►54 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER. EST. 1994 Fz�— LL 2600 SANFORD TITLE • MAIN FLOOR ELECTRICAL 4�PAR PLAN �►54 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT E1.._ECTfRICAL <EE r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER mow, WEATHERPROOF DUPLEX OUTLET CJ 05.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET 0 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH ,w {N 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH em $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE L WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE L L c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT 00 r FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 3�E ® CHIMES (OPTIMAL) G.C. VERIFY ALL o PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTORS © CARBON MONOXIDE DETECTOR TO BE HARD -WIRED s� SMOKE DETECTOR so SMOKE / CANON MONO. COMBO DETECTOR �+ TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT (p ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU1> ROUGH -IN FOR OPT. CEILING FAN v � <\ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRU AS INDICATED ON PIANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION., .14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES M SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING MOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE W.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, FB.C.R. - 5TIH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 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. HORIZ. MAKE -U LIGHTS O #j6-5654 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED x (a w 150 STATE STREET EAST OLDSdVI & FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER - CJ �O 0 J h �, N� n ,w {N ON00) em N N , r L >_:,JM L L °�U' • 00 `� _TIS '� J V n' OO 3�E L- = I r 0*0 0 �+ �ti zG2It • JOB NUMBER 25002.25; CAD FILE NAME LOT 8 TB ISSUED 04-12-16 REVISED 11MA91111mim • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSdVI & FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER - EST. 1994 (---- 11MA91111mim • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES WIND DESIGN LOAD INFORMATION FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A (PSF) MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. O 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CAST IN PLACE CONCRETE OF PRESSURE TREATED WOOD. (+) 21.2 PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF - 28.3 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6 OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR .FIBERMIX THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OFTHE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED, GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: MASONRY WALL CONSTRUCTION A)BALCOs = 40 PSF 000 B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C910, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT' PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSIA & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO, BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED, ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. o ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR O 3 DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED FIELD REPAIR NOTES REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD 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 IBY 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 DIETS 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. I 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 IS 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 CELLS PER PLAN. E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Ib/int U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", 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 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. OT OT PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 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. Y16" ONO. 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). (12.7MM) GYPSUM BOARD. 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 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 W WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) Oui - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 L (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 ¢`nz 0 a - 19.8 - 22.0 GARAGE DOORS T-0" x 7'-0" 16-0" x 7'-0" (+)18.4 + UJ (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 a �J5 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOODSTRUCTURALPANELS. REFER TO INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS S D6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION 1 6/3/2015 CREATED ELEV. A,B,C AND MINOR OPTIONS W� F- M r Z 0 4 W co W Of o v oc N_ 1 Z W/ 0 W opt Ln a O 0 CO O U z w¢ � Q oc m J 0 Q M O...._ _.. --- LL W W H LLO •••••a•�•�� /r a wi •Ul ®V° `D W o W Sot it C=Z Z ® UJ • a _ Q r� IY U k C' ♦ ® •••• ••••�� `� Cy _ L,® _j O INTIALS \ ®n�nitee,0 u - EA w O 0 U ZQ �l1 y cel Jfy� N cvj t j hilhiltlljll o M O z Q I-+-1 Q O U LL O VIi G��4 O 0 z tiG > 0 IL Q USANFORD 16 ` 1 454 N, ) W z CA V Oui ] -� °' Z W Z 1 _ ` E F-u- z� V Z Q u- <L:) _�m U o vi < L J Q 0 0� d m _ U)FZ Z z 0 cn� z o E ¢`nz 0 a in, viQ 00 ] W N Q " UJ z O U J 0 b 03: c W (n cf)a Lj i ] m Jo W in, W 00 ] Z LU z b 03: cf)a Lj Y 1 000 C U0 2 LuJ -- Q0= 0 STRUCTURALENG: CFG DRAFTING: '- -STRUCT: ---------- J------------- AML QC CHECK: QC CC ......... _............ ------- -- - - ------ ...- ---- JOB No. TM - 2150913 C SCALE: AS INDICATED - DATE: 08-18-15 si bo 11 H u- 0 N co 40'-0" AC PAD I I AC PAD 8" 13'-0" 14'-4" 1. 1 11'-4 1 1 ' FOUNDATION PLAN. FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6XWI.4XWI.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INEORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIR EEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR DARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURC SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL FOOTING SCHEDULE O12"xI2"xI2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"00"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GRftT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. ��1LD//A USANFORD #16-1454 w� Q ~ M z 0 d' W 0 co W LY_ O oT- _ N O c ~ Z 00u- LL L �_ 0 OUo Z w Q 5 0 Q 00 Q J ❑_ � Ln J LL W w cn `o�p111yy1111/11e! Z W �t ` o•o••••e••• �/ �I C d O �i! i N •ate ®�►�••6®,A a C W Z Z Z • .. • -- ®', `/• a .J Q ® ••• • ®� `®�` Q Q �i '°I eee J O r'0/111111 LL 7 Z --- W J I, p v > Z 06 W E zo�Mti V Z F o 0 W Z cn J c fA�Z2o J Q oOW-m ZZ QV Z E ¢�ZZO Z Q oaa. �N� �. r J LLULu N¢ i- O O O �F- LL 0 �w W ) i m W J W � = u _ LU 00 Z W Oa0 < W � 0 0 000 �Noc i F- 0 -� W Z iw O '_ H 0 F- ry STRUCTURAL ENG: CFG ( DRAFTING: -STRUCT: AML QC CHECK_ _ CC JOB No. TM - 2150913 SCALE: AS INDICATED DATE: 08-18-15 1'-4" 1'-4" 13'-0„ 1'-4" 10'-0" 1'-4" T-0" T-0" DOWEL LAYOUT PLAN_ 80 b io 0 co co CV SYMBOLS LEGEND (0 W� ~ M Q ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 17— TO TO TIE BEAM ( O.C. MAX U.N.O.). IZ C) d' • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. w TO TIE BEAM. O 0 INDICATES GRIT FILLED CELL WITH NO REINFORCEMENT. 0 N_ Z W INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. O � #5 CONT. FT.G TO TIE BEAM. F- O w u - to Q 0 O U p z W Q C p o � m J D Q � m O- --- - --- ..- -- _-._. J LL \ W W LL O � � w C� ® ;, V -s W LLI " Z • c Z Z • _ �0 4 qC) sa N �a� oQ 0 Q o `�� -r 0 J �`�1111111111� LLL v7 W_ J � \ � V � O O U 0 w0 �Of�b Z /'� v Q H a �lyr N cli U jc't30 O W O F --M O z Q W U o O U Z LL O Z O Z ��1ti�0 O O CL Qm LLI r c F F �\1U7INC, SANFORD I O�F'A RTM�`� j #16-1454 m Z C� C � 7 Cn L11 U r, J � �gv ti 7 L� V w W O W M r E I- Z (n J U ~ 002 J O 02 Z N U)FZW Wnoc a � ¢ 00�� J (� 0 F 2, W iii r i - c) 0 vi a W � N J a LL LJ O Q L O W ap G Z W Wa W 0 CL m C J � J r i W W ap Z W 0 CL < LLF ' OC p 1 00 N 0 W Z Ll --�— �LI ao= — UJ pF— _of X EL C STRUCTURAL ENG: CFG L DRAFTING: E-STRUCT: AML -. - - --- QC CHECK CC C JOB No. TM - 2150913 SCALE_ AS INDICATED DATE: 08-18-15 S3 WALL LEGEND (0 w� Q r = T.O.M. = INTERIOR/EXTERIOR F- 9'-4" d 4 BEARING WALLS VERIFY p HGT. W/ ARCHITECTURAL V) PLAN U.N.O. ui Z y� 0 f0 1 N M M M 0 0 M M co co co r„ (0 10 L0O� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o aco O 0 J05 J05 Z w — LL J06 J06 n Q w (n o U O J07 J07 W Q Z 0 0 J08 LD02 LD02 J08 D ffin)-\ D p m S1 2S1 0 J08pL i�l �1 I i im 1 p J08 m O_..._ -.._. Col gLDO4 SIM- USE 2x8 SYPF01 #2 LEDGER LLPSO4 LD03 04 LD04 D p u LL F01 D OPT POCKET SIM- USE 2x8 SYP \�� /s, B! @ z %%J111111111, LID SIM- USE 2x8 SYP #2 LEDGER SLIDER c=Qe® «��/ �ti ••" •. �''®�a N #2 LEDGER � ®•.... F01 c� Q .. Q � z z ■ yyW �. - U cx 95 --------- 1�••..®."• ®� -j O 11LL fill Fol L 0 Lu o d F01 C 0 O U ■ F01 F09 \ 1� p z F01 M U O N F09 Ir t w • O 0 O Q F01 2 BW1 c BW1 � 2 S1 F10 U LL 4 4 D F01 O C rl cn V �9ti U ■ BW1 BW1 — _ ZO zp�ti�� F01 — B O BW1 W/ 1/3rd PT DO O ""' ❑ w11 BLOCKING SD2 w F03 --� � _ CL ul _ — H2X12 \4 F03 — -- — j Z F- (p I1f00 00 M co coM coM 'T (n F03 0 0 0 0 0 0 0 - - o u. LL LL ti u LL LL u- u u. u- U p ■Z F04 co 07 J F03 SIM- USE 2x8 SYP #2 LL Lu - o _. LEDGER w/ (3) 1/4" x4 1/2" ( 7 N SIMPSON SDS SCREWS O Z Drs w z� `" E ( J U I- U' Q _o "�_ i" F03 @24"O.C. U z U ° 0D = O -' 2x6 STUDS o u� DO LD04 O Q/ H c!) W ? h DO F03iD BW2 FILL �= i<Zsu 1111 SD2 p _ �-+— cA p T w ui o SD2 D - J Z Z u- 0 E CO 111E— ■ ■ 21 1 O Oaa H2X6 F1 F1 w Q N R04 S1 p p U Q I-- U N Q W F1 j D 2x4 SYP #2 LEDGER TO TOP 0 Q Q O R04 D LD04 S1 �� CHORD w/ (2) 1/4" x 3" SIMPSON N D D III GEO SDS SCREWS @ 4" O.C. 0LL C) L SIM. L I D Q w R04 III B2x8 TOP @ 9'-4" z W p = C� ■ Lij R04 = == = =_ = a R05 11 11 CANTILEVER BEAM FOR Z ■ GABLE END BEARING p m w w w & o > ur— R05 B2x12 TOP @ 9'-4" p J 0 Z_ W B2x12 TOP @ 9'-4" 3: R05 _ = 11 ~ W 00 Z R05 ■ z Z W ~ ■ 0 R � �oY 05 p 000 1 R05tc w N J Z R06 w F— O W ---- �■ LL cn W i'�0 — o a o o a 0 0 0 0 o U �- F- p STRUCTURAL ENG: CFG Q . DRAFTING: H ZSTRUCT AML BUILD/NC w -- - QC CHECK: CC FIRST F FRAMING PANQD Cr JOB No. TM -2150913 �4��= I -011 1 = SCALE: -- --- AS INDICATED ----- d i 5 ~ DATE: 08-18-15 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 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 BWZ 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160p If 3rd. PT. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. F71 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME ADJUST AS REQ'D TO MISS STUDS 1000 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p ?rd. PT. 3 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2' THREADED ROD w/ MIN 6" EMBED (OR 6" 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 <s>(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (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 O(2)2X6 SYP #2 BUILT UP STUD COLUMN OK (2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST OP 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. RO 3-1/2"x7" LVL COLUMN, O3-1/2"x9-1/2" LVL COLUMN. OT 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 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21' 10d .148" x 3" 12d .148" x 34" 16d .162" x 33" 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(lb) (2)2x8 #2 SYP w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" ❑META16 1 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 Dom >Lu0 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 1z" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH Q (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 13" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 F (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 F71 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 F8 MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4'x2a' TAPCONS HTT4 w/(18)16d x 2z" 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 F HGT-2 w/(16)10d NAILS w/8" 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 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS &g5" EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVUPL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x1z" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 2z' NAILS w 8' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x13" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 30IRDER 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 & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 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 I"I"I TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" H2x10 PLATE TAPCONS W W W ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Dom >Lu0 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 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x2a' 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 63.5x20 (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) I"I"I 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) z O 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) W W W 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Dom >Lu0 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 3 1- W�- p 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/ z" 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 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHE NG SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HA EN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15132" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. wir-rrc+. 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTO c� w Q CO Q z O 4 w D U Lu Z 0 o � N z0 W I-Z� 0w O L5 o- O w C/) 0 U z W Q D p m m J o O O m LL h � � ""Ir69#16-145 GEND 1/4'1=1 1-011 > OC > O' AML F CC i U I"I"I TM - 2150913 W J O 7z z z O W U C� 06 W W W Q �C1Y F -w 00 Dom >Lu0 =z U) (D W U ~ J r o J o � 0 rn 06 LuF- 0 Lu z F_ M r p Q zU)_j� 8 o Z U r��0r 0 °ow= �wzcp,) J w z a o 8 Q soar@ fA 0 F-2,ww o Z Z Qc�unZz E Om o 02 Uri Q Q' N J AVN¢ Z 0 2 STRUCTURAL ENG: CFG J- � DRAFTING Im AML C CC ' � � TM - 2150913 W J AS INDICATED * DATE: 08-18-15 W J Q �C1Y W Z uj 0 00 Dom N 3 1- W�- p 0Uj F- C3O 0 1- (D W U ~ J r o J o � 0 rn 06 LuF- 0 Lu z F_ M r p Q zU)_j� 8 o Z U r��0r 0 °ow= �wzcp,) J w z a o 8 Q soar@ fA 0 F-2,ww o Z Z Qc�unZz E Om o 02 Uri Q Q' N J AVN¢ Z 0 2 STRUCTURAL ENG: CFG J- � DRAFTING -STRUCT: AML QC CHECK: CC i JOB No. TM - 2150913 SCALE: AS INDICATED * DATE: 08-18-15 S4.1 y�o a07 0 o a a o 0 0 J01 J02 SO J03 4 D SD5 R10 R11 R12 R13 R14 R15 R16 R15 R14 R13 R12 SO R11 4 D SD5 R20 J03 J02 J01 O^ Q - w/ STRAPS ON BOTH SIDES OF WALL O� o0 0 - 1H2X6III EXTERIOR FRA WALL SCHEDULE (TAYLO Z WALLS WITH PLASTER OR STUCCO FINISHES _.,, 1 WALL HEIGHT STUD & SPECIES NOTES: SPACING END ZONE w M 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX MIMI rn C) ti aQ 2x4 SPF #1/#2 I NOW AAr IN " - �""7 1 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX Q.Z�LL 0 (6 EXTERIOR FRAME WALL NOTES 1. 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z n 4 REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS w E z Q 2 O t g & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. o 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 In MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO I— FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. �J 0 Z 0 0O F- 0 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Lu- C Z imim F1 D J01 J02 J03 SO SD5 D 4 SO D 3 SD5 R18 R18 R18 R19 �QO i i 07 GEO D ROOF FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND STANDARD 2ND FLOOR FRAMING EXTERIOR FRA WALL SCHEDULE (TAYLO Z WALLS WITH PLASTER OR STUCCO FINISHES _.,, 1 WALL HEIGHT STUD & SPECIES NOTES: SPACING END ZONE w M 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX rn C) ti aQ 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W Z w M r E 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX Q.Z�LL 0 (6 EXTERIOR FRAME WALL NOTES 1. 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z n 4 REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS w E z Q 2 O t g & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. o 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 In MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO I— FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. �J 0 Z 0 0O F- 0 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Lu- C Z N m W V TO FOLLOW THE DETAILS INDICATED BELOW' 0 J Lu ..�.� _ u JQ a O OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS CD CL SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N G STRUCTURAL ENG: CFG L DRAFTING: SHEATHING IS NOT CONTINUOUS) AML 2 QC CHECK: CC 0 - ... .......- C JOB No. TM - 2150913 C SCALE: OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 W DATE: 08-18-15 S4.2 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) w 0 u- 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. � 0- 0 w R Cn 0 C) w Q WALL LEGEND Z o o � m m = 9'-4" T.O.M. = INTERIOR/EXTERIOR Q p J O BEARING WALLS VERIFY m HGT. W/ ARCHITECTURAL 0 - PLAN U.N.O. LL LLJ W ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 1-- W u- 0 `````111111111!!®ggg •• U. 6• 5� ALL w : O p! o Uj Cm* rJ1.Z e ca J O -J J ''gggg'fi10111 J IL 0 U � z 17 U O o d M O z Q I -+-I o O _. U zLL ) � 0 z zFn �9 ED o�� — Q 0 Q im L L v\LDl/�G` c SANFORD f 1-454 EXTERIOR FRA WALL SCHEDULE (TAYLO Z WALLS WITH PLASTER OR STUCCO FINISHES _.,, 1 WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX rn C) ti 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W Z w M r E 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX Q.Z�LL 0 (6 EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR J J REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS w E z Q 2 O t g & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR Z REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE In MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO I— FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 1-- W u- 0 `````111111111!!®ggg •• U. 6• 5� ALL w : O p! o Uj Cm* rJ1.Z e ca J O -J J ''gggg'fi10111 J IL 0 U � z 17 U O o d M O z Q I -+-I o O _. U zLL ) � 0 z zFn �9 ED o�� — Q 0 Q im L L v\LDl/�G` c SANFORD f 1-454 J s m i Z W o J J (0Jh Y CL 0W rn C) ti r ^ �■, v _X W W Z w M r E C Z Q.Z�LL 0 (6 W Q- co00 N Wz� c 10- J J J w E z Q 2 O t g a � Z Z¢(DzZ E In F N H a W L I— UN¢ 0 �J 0 Z 0 0O F- 0 C � � N m W V W J Lu ..�.� _ u JQ a O J s m i W o ] J Y W _ W CO Z W Q a � In � � Ooh Li 0O � � N m V W 0O Lu 0 _ u JQ a O CL G STRUCTURAL ENG: CFG L DRAFTING: -STRUCT: AML 2 QC CHECK: CC 0 - ... .......- C JOB No. TM - 2150913 C SCALE: AS INDICATED DATE: 08-18-15 S4.2 CONTRACTOR TO — VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a M w F_ z O w z z O CD Q AT CORNERS PRECAST "U" METAL LATH OR PROVIDE LINTEL W/ 3000 WIRE SCREEN STANDARD #5 psi CONC. PER OVER COURSES HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO OTHER BARS INTO REBAR IS BE FILLED. CORNER AS REQ'D INDICATED IN (SHEET METAL & LINTEL, #5 TO BE `. PAPER FELT 10" HOOK HOOKED INTO PROHIBITED) 0. SIDE VERTICALS ' °d d' ° d ° °A ° °d d ° d. a °.. y. ..�° ° A' .. d� o ° ke ROUGH OPENING PER PLAN ° 4 41 LL O 5 zz d N J Lu dr A °O d 4 °. 0 SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE BEND 0 LENGTH y4 BEND 0 A LAP SPLICE �4NO '• •. I ° I d d� o ° ke ROUGH OPENING PER PLAN ° 4 41 LL O 5 zz d N J Lu dr A °O d 4 °. I! I A °.. ° SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE �4NO '• •. T OPENING VIC11 A ° SEGMENT PIC11 "D11 #3 ° ° ........J..._4 LINTEL PER PLAN ^•°""" '' "f.:' 4 21/4 41/4 . 1. I 4. d c #4 d 1. 91/2 • a 3 55/8 121/2 ° TRANSOM OPENING 31/8 7 113/4 25 33/4 7 I! I A °.. TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE �4NO -SHEAR WALL T OPENING VIC11 TYPI AL SHEAR WALL SEGMENT PIC11 "D11 #3 .... — .... ° ........J..._4 LINTEL PER PLAN ^•°""" '' "f.:' 15 21/4 41/4 . 1. I 4. 18 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-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 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE V "All 111311 VIC11 11D„ "All "B" PIC11 "D11 #3 17/8 41/4 LINTEL PER PLAN ^•°""" '' "f.:' 15 21/4 41/4 91/4 18 #4 21/2 1. 91/2 20 3 55/8 121/2 24 TRANSOM OPENING 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 ' 9 13/16 FRAME INFILL AROUNU� 35 51/4 - 213/4 42 W WINDOW BY BUILDER W �''' SEE FOUNDATION SEE WF01/SD3 FOR MORE INFO PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ W 00 =' ON EITHER SIDE U.N.O. Z Z uj GJ > = (2) 2X8 WOOD HEADER coQ ''-TURNED LLF SIDEWAYS. .' "aJ.., ; FIRST PLY 2X8 TO ' ;;. ', •:' '; ':: " MASONRY WALL W/ 000 DOOR OPENING SIMPSON HUS26 HANGER C4 .. m , �I— �WZ @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 — 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. 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 V "All 111311 VIC11 11D„ "All "B" PIC11 "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 D08�REBAR SPLICE DETAIL DETAIL SCALE: 3/4" = V-0" STANDARD 90° HOOK STANDARD 1800 HOOK TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING co 00 11'-8" 13'-1" 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 JQ W� STANDARD LINTELS z 0 4 STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8-0B8F16-1B / 8F16 -0B 8F24 -1B / 8F24 -OB 8F32 -1B / 8F32 -OB Luo 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. U) 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. wZ - - 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. 0 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END o cj) 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 C 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN Z W 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O Z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 p O _ 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 w LL 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS L 0 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. w W 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 0 W Q 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 z 0 C) 12'4" 239 418/297 1075/1045 1838/1446 2883/1848 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS Q 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 Q J 14'-0" 0 292/0 1160/0 1660/0 2439/0 O � m 16-0" 0 284/0 950/0 1379/0 1997/0 0 - MATERIALS 18-0 0 211/0 750/0 1177/0 1676/0 1 u- 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSL _ W x- 201-0" 0 180/0 598/0 1024/0 1441/02. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110/0 450/0 82410 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRES Z X111111 rill/ RECESSED LINTELS -FILLED �o s/� CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB STRENGTH = 1900 PSL ` �C � ► � ��,' "D a 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��-- • .••""'O•*I� c-Ij ~ 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. °:• D -:°.'j %o .. W 3'-0" 1230/1230 2769/2769 4085/4085 O Co,.� Z Z 3'-4" 1081 /920 2769/1716 4085/2839 CC. 4'-4" 846/833 2121/1716 3127/2839 LINTEL DESIGNATION SCHEDULE �� . � O`� � � F = FILLED WITH GROUT / •.J 51-411 664/572 1761/1761 2595/2595 LINTEL • U) 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED ••y°� °•* QUANTITY OF #5 REBAR '"•°••®`�� J 0 71-411 480/322 1334/1334 1964/1552 @/A� O 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY i '�: `® LL 8F16-1 B/1T � ;o®0iri1rn111 � 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER OB 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP W 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT d 8F16-1B/1T NOMINAL WIDTH' O 0 O NOTE: PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION c) 101-01, co co 91 TYPE DESIGNATION O 8RF14-OB/1T O 8F16 -013/1T 1-1/2" CLEAR 8F20-1B/1T _j _ #5 REBAR AT TOP MIN. (1) REQ'D O 8F20-OB/1T U _j Q C.M.U. O 8RF22-16/1T ° GROUT Lo 0 O 8F24-1B/1T z A #5 REBAR AT BOTTOM OF LINTEL io CAVITY O BOTTOM REINFORCING PROVIDED 8RF22-OB/1T 7-5/8" A A IN LINTEL (VARIES) m 8F24-OB/1T 8" NOMINAL WIDTH ON 8RF30-1B/1T FILLED O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-OB/1T _j (D _ L#5 REBAR AT TOP MIN. (1) REQ'D O 8F32 -06/1 T c) z C.M.U. O 8F38 -1 B/1 T 00 1.00 g L6 z O 8F12-1B/1T 8F40 -OB/1T - BOTTOM REINFORCING PROVIDED 0 '�`'�` 7-5/8" ACTUAL IN LINTEL (VARIES) Uw 8F8 -OB/1T 8" NOMINAL WIDTH O UNFILLED SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM E( 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE' THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 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. #3=2%z' #4=2," #5=2%" LINTEL PLAN WALL LEGEND #6=3 0 = 9'-4" T.O.M. =INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. �UfLb/NO SANFORD O��q RTM�rti' 16-1454 Z > C/) V J > c?S w z � `-J E $ < r C� Z z LL. U F- > co W z e LL J fn � z 0 o Q o0ua)ym J U) FM- wuio Z MU) --z0 wz 0 ¢a • N Lu W �. LL (.i N Q O ; Z O J > W W W Z r m � W o J W W 00 Z Z uj GJ > = coQ LLF 00 000 C4 .. m �I— �WZ W i'a0 — 0 STRUCTURAL ENG CFG � DRAFTING: --------- -- - -STRUCT: AML QC CHECK: CC _ ...... _.. - -- JOB No. TM - 2150913 SCALE: AS INDICATED DATE: 08-18-15 S5 (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- 1/2" J -BOLT W/ MIN. 6" PAST DEEPEST STEP REQ'DMIN (1) #5 CONT. w/ 1-1/2" COVER TYP. (1) #5 FROM FTG. TO 4" 1-1/2" COVER TYP. z 2 1/4" TIE BEAM SPLICE TO a �'� 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE TIE BEAM SPLICE TO Lu Q (O e-- BE MIN. 25" GROUT U_ b. • — BE MIN. 25" GROUT Lu 0 J CELL SOLID a CELL SOLID wO W M E 0 H z un U Z MASONRY WALL "MASONRY U � � C6 00 w �wz_tO WALL O _______� `r CONC. SLAB PER SEE PLAN � SEE PLAN CORNER 0 F- F w Iii o FILLED SOLID SEE ELEVATION CONCRETE SLAB PER ' CONCRETE SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN I° GARAGE WALL FOUNDATION PLAN U) f' FOUNDATION PLAN `W BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE VARIES e: 1 ) a' DRIVEWAY BY° SEE FOUNDATION FOR m SEE PLAN °. ° :�. dld° w g z w ca d ..a ° 4A EO w 2x P.T. SILL PLATE N °q .I'd' d °0 PAD SIZE CONC. SLAB OR OJ (Q d •;' d to b. a J< GRADE PAVERS PER PLAN o �4 GRADE z cnLu co 1 ° i a °4 1 -i I I=I 114 f` CLEAN COMPACTEDd n as ' - r . d ' 4 °'.' �. I z 0 r w (� 0 W p �a°� I FILL @ 95% STANDARD �M o 4, °° �� d I �° _" O d i I_ M o I° ° Y g° 3" COVER TYP. 811 x 811 THICKENED CLEAN COMPACTED 1.7 411 r D STRUCTURALENG I I I I I I =-011- '--STRUCT: (2) #5 BARS CONT. °•., �.. `� • I -- - -_ I (2) #5 BARS CONT. I -- 13�'COV=ER CLEAN COMPACTED W/ 3" COVER TYP. TM - 2150913 CSCALE: I I. CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD I _ _ _ FILL @ 95% STANDARD �- uJ DENSITY I 11' lie DENSITY 1 4„ L III -'III WHERE 2ND STORY OCCURS, FTG 45 o I = 1� EHEREB2ND STORY OCCURS, FTGSHALL .. ° n. ° ° ' d BE 1'-4" WIDE w/(3) #5 BARS1'-4" — I—I - —-��+`— WIDE w/(3) #5 BARS —III—III—III FO TYPICAL EXTERIOR FOOTINGFO TYPICAL GARAGE CURB FOOTING 0d..— 3/4"=1'-0" 3/41.=1'41 OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER 8"x12" THICKENED CONC. SLAB PER FOUNDATION PLAN IF BRG. WALL ABOVE- 1/2" J -BOLT W/ MIN. 6" PAST DEEPEST STEP REQ'DMIN (1) #5 CONT. w/ 1-1/2" COVER TYP. P8" 4" 1-1/2" COVER TYP. z 2 1/4" 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE I I � r- 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE Q Z Lu W � Lu Q (O e-- U_ b. • — 1 W Lu 0 J a GARAGE wO W M E 0 H z un U Z TOP COURSE TO BE CHAIR BLOCKS. U � � C6 00 w �wz_tO FOUNDATION PLAN O _______� `r CONC. SLAB PER ENTIRE BASE TO BE I Lu CORNER 0 F- F w Iii o FILLED SOLID SEE ELEVATION CONC. SLAB PER Z 0 CMU BASE w/ (1) #5 CONCRETE SLAB PER GARAGE WALL VERTICAL @ EACH U) f' FOUNDATION PLAN `W BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE °. 'd . a 1 ) DRIVEWAY BY° SEE FOUNDATION FOR m a FOUNDATION PLAN w g z BUILDER- CONCRETE ¢ 2x PT SILL PLATE w 2x P.T. SILL PLATE N OR PAVERS PAD SIZE CONC. SLAB OR I4 d •;' d " '"' °.. 4a4 PAVERS PER PLAN d I... qd > L uj co 1 ° i a °4 1 -i I I=I °'.. f` CLEAN COMPACTEDd n as ' - r . d ' 4 z 0 W 0 W p I I FILL @ 95% STANDARD W O 4, 2 Q �� I I I I I: DENSITY I° ° Y g° 3" COVER TYP. 811 x 811 THICKENED CLEAN COMPACTED 1.7 411 r D STRUCTURALENG EDGE w/ (1) #5 CONT. • ° .. I =-011- '--STRUCT: dad °•., �.. `� • I -- - -_ d°' d CC ......... - C JOB No. TM - 2150913 CSCALE: I I. AS INDICATED d DATE: I _ _ _ _ _ • �- uJ I 11' L III -'III -1 I 45 o I = 1� ° ° .. ° n. ° ° ' d .. ° — I—I - —-��+`— _III—III--III-- o d —III—III—III (1 0d..— 3/4"=1'-0" 3/41.=1'41 OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER 8"x12" THICKENED CONC. SLAB PER FOUNDATION PLAN IF BRG. WALL ABOVE- 1/2" J -BOLT W/ MIN. 6" PAST DEEPEST STEP REQ'DMIN (1) #5 CONT. w/ 1-1/2" COVER TYP. 4" 1-1/2" COVER TYP. HOLD BRG WALL BACK SO GYP FINISH IS FLUSH w/ FOUNDATION BELOW CONC. SLAB PER 2 1/4" 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE I I � r- 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE Q Z Lu W � Lu Q (O e-- U_ b. • — 1 W Lu 0 J Z GARAGE wO W M E 0 H z un U Z TOP COURSE TO BE CHAIR BLOCKS. U � � C6 00 w �wz_tO FOUNDATION PLAN O _______� `r CONC. SLAB PER ENTIRE BASE TO BE I 0 CORNER 0 F- F w Iii o FILLED SOLID SEE ELEVATION CONC. SLAB PER Z 0 CMU BASE w/ (1) #5 CONCRETE SLAB PER GARAGE WALL VERTICAL @ EACH U) f' FOUNDATION PLAN `W BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE °. 'd . a 1 ) DRIVEWAY BY° SEE FOUNDATION FOR m a FOUNDATION PLAN w g z BUILDER- CONCRETE ¢ 2x PT SILL PLATE w 2x P.T. SILL PLATE N OR PAVERS PAD SIZE CONC. SLAB OR °' �' d d •;' d " '"' °.. 4a4 PAVERS PER PLAN d I... qd > L uj co 1 ( 1 1�2 i 0 1 -i I I=I I f` CLEAN COMPACTEDd n as ' - r . d ' 4 z 0 W 0 W p I I FILL @ 95% STANDARD W O d °°' ' 'a°` 1 2 Q = DENSITY —I j g° 3" COVER TYP. 811 x 811 THICKENED CLEAN COMPACTED d = L 1 A-°� -' - ° ° • D STRUCTURALENG EDGE w/ (1) #5 CONT. d.q ` ° d '--STRUCT: dad °•., �.. `� • I -- - -_ 0 CC ......... - C JOB No. TM - 2150913 CSCALE: AS INDICATED DATE: .°..... _ _ _ _ _ • uJ LL 45 o I = 1� ° ° .. ° n. ° ° ' d .. ° — I—I - —-��+`— _III—III--III-- o d —III—III—III (1 0d..— MINER, w 2 cn_ — I I—I I ; ;_ -- III 1 1 1 III—III I l 11 _— I -- I _ I— — a ;III— -� 11- — (--I IE'' — I I -1 I III III III , (D U w Z Q 1 1 1 16" _ I I-1 I I I I I I' 811 811 Q Q CLEAN COMPACTED w p (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED FILL 95% STANDARD @ U - COVER TYP.; AT 8" 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD m Q J J DENSITY (2) #5 BARS CONT, w/ 3" `e) 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 m 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE OJ BARS REQ'D & FTG TO DENSITY w BE 20" WIDE H Uj ry O NON-BEARING SLAB STEP DOWN 4 FO DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BE ING - --- p etmlu►rl, ui 3/4"=1'-0" • 3/4"=1'-0" 3/411=1'-0" WOOD POST PER PLAN FOR SIZE AND BASE 3/4' =V- k v] T ee�er�s � r- C CONNECTION U_ b. • — 1 W Lu 0 J Q Z VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w Lu z Lu v IFS 40 r .3; Q - ° MASONRY WALL »� ;� tisk• 1 MIN. 24" BEFORE are ° dq M SEE PLAN ®••••e� `�: _j O 0 �� ° �� ANOTHER STEP I <' . CONC. SLAB PER (1) #5 FROM FTG. TO '®�1�� "- 01 CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 44 "~d SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" fill #5 CONT. PER MFG SPLICE GROUT CELL v) FOUNDATION PLAN w/ 3" COVER TYP. P .id w' REINFORCEMENT SEE SOLID PER PLANS "" q d A 141 GRADE w ° d : d. FOUNDATION PLAN d 1� a cc 4. d q d _ • ' o �e r.. w d .4 FOR FOR QUANTITY O o I=III=III=III=I I h . ' = r co io a �.�'�, ^ °'� Lu 0 :y �P•� �. �., a THRESHOLD PER MFG ,..' d • �" ■ °. Y °. .� i a 11 it �' d Q I 1=III=III=III=� 1= d .,..�d — z a ° J #5 x 25 x 25 CORNER �, a' ° ° ', r (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS FO FOOTING @ SHOWER AT MASONRY THICKENED EDGE d , a BAR, ONE FOR EA. _ N l v, d ° ° 1 LL.I rd •� a ___.__ � O ¢ Ia-I 4li4 ili III�N yf`I , = I I� I. Q ' . d HORIZONTAL c) __ -- o� - �i U J o d• a d CONC. SLAB PER w —I I ._-.-- -� =-- .- 4 -I -I 4. a 1°I REBAR, TYP. U.N.O. FOUNDATION PLAN _I w • a_ Q ° _ II I� I d W d_ �./� �.Q ° Q I I I I ° a •'� d°�' ��°' d. °. dI .a M I —I I -I I CL MM O C O W d �da 'd. �. o (2) #5 BARS CONT. I=II 1=III=III —1 = W a U) a - T - a d d `.d SLOPE 2 -STORY CONDITION 1'-41 U O h I,i l E > I— III I ( (2) #5 CONT. w/ 3 „. a u_ z ti� `'_ (2) #5 CONT. w/ 3'� L_A=1 16 MIN. - COVER TYP. PER MFG (3) #5 BARS w/ 20" O G� wISLOPE EXT. SURFACE �O U M COVER TYP. -III— (I -III .. I-) (2) #5 BENT BARS w/ 1 WIDE FOOTING z CLEAN COMPACTED MIN. 25" LAP SPLICE OR GRADE 1/4 PER CLEAN COMPACTED O Z FOOT AWAY FROM FILL @ 95% STANDARD m 0� FILL @ 95% STANDARD BUILDING O z *" Q DENSITY ELASTOMERIC JOINT DENSITY F -I FILLER Q a ' - 3/4"=1'-0" % 3/4"=1'-011 3/4"=1'-0" 8"CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING GRADE PIPE - I PVC SLEEVE MIN.I - I -I I- - FOOTING PER PLAN DIAMETER TO BE 21( - PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" 3/4"=1'-0" ui TYPICAL STEP FOOTING DETAIL AF1 TYPICAL CORNER BAR DETAIL (TOP VIEW) gF1 EXTERIOR DOOR POURED SILL AF1�FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" F c NOT USED TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION d.. d TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE —.4 ° 4- CENTERED AT PIPE 8 C.M.U. FINISH PER ELEV. PENETRATION II I —II I Z I o • o I- _�— FINISH FLOOR 00 g - I I— 'd d'Q I PENETRATING PIPE=I_I- _ I I SEE FDN.PLAN I= LOOP TIE (TYP.) o = d _ 44 •o = _ I I SIZE & RONF. I— = ' • 41 _ PIPE PERPENDICULAR TO FND _ TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION FOOTING PER PLAN SAN EFE FDN OR SIZE I I (I I I I- d d PVC SLEEVE I —I I _ & REINF. mw. (FRONT VIEW) I — qW7PIPE VERTICAL THRU FDN — I� PIPE PARALLEL TO FND NOT USED ,aQ)tLq/NC SANFORD #16-- 45 11 ME LVA ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE , 4„ C CONNECTION 1 W Lu 0 J GARAGE wO W M E 0 H z un U Z TOP COURSE TO BE CHAIR BLOCKS. U � � C6 00 w �wz_tO O _______� `r H _jU)Irzw08 ENTIRE BASE TO BE TOP VIEW A CORNER 0 F- F w Iii o FILLED SOLID SEE ELEVATION CONC. SLAB PER Z 0 CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH f' 1 `W BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE °. 'd . a 1 ) DRIVEWAY BY° SEE FOUNDATION FOR m a H C BUILDER- CONCRETE W w LL 411 .. M OR PAVERS PAD SIZE CONC. SLAB OR °' �' d d •;' d " '"' °.. 4a4 PAVERS PER PLAN d I... qd > L co 1 ( 1 1�2 i 0 1 -i I I=I I f` CLEAN COMPACTEDd ' - r . d ' 4 0 W p I I FILL @ 95% STANDARD W O d °°' ' 'a°` 1 2 Q = DENSITY —I j g° 3" COVER TYP. 811 x 811 THICKENED CLEAN COMPACTED d = L 1 A-°� -' - ° ° • D STRUCTURALENG EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD1= , -_ -_ __11=111 '--STRUCT: _ DENSITY F1 THICKENED EDGE @ GARAGE DOOR 6E1)FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 8"CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING GRADE PIPE - I PVC SLEEVE MIN.I - I -I I- - FOOTING PER PLAN DIAMETER TO BE 21( - PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" 3/4"=1'-0" ui TYPICAL STEP FOOTING DETAIL AF1 TYPICAL CORNER BAR DETAIL (TOP VIEW) gF1 EXTERIOR DOOR POURED SILL AF1�FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" F c NOT USED TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION d.. d TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE —.4 ° 4- CENTERED AT PIPE 8 C.M.U. FINISH PER ELEV. PENETRATION II I —II I Z I o • o I- _�— FINISH FLOOR 00 g - I I— 'd d'Q I PENETRATING PIPE=I_I- _ I I SEE FDN.PLAN I= LOOP TIE (TYP.) o = d _ 44 •o = _ I I SIZE & RONF. I— = ' • 41 _ PIPE PERPENDICULAR TO FND _ TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION FOOTING PER PLAN SAN EFE FDN OR SIZE I I (I I I I- d d PVC SLEEVE I —I I _ & REINF. mw. (FRONT VIEW) I — qW7PIPE VERTICAL THRU FDN — I� PIPE PARALLEL TO FND NOT USED ,aQ)tLq/NC SANFORD #16-- 45 11 ME LVA ) m , C 1 W Lu 0 J wO W M E 0 H z un U Z Z U � � C6 00 w �wz_tO O H _jU)Irzw08 =oau):S2 f/) 0 F- F w Iii o Z 0 z ¢(nzz E �¢a o0 02u: . f' N LL0N o `W Z Z O 1 ) F- W O H C W w LL pab 1 ( 1 1�2 i ) m , C LV ] J T W _ W 00 ] Z H W pab 0 1 00 2Nw 0 W p Li I— W O 2 Q = C D STRUCTURALENG CFG DRAFTING '--STRUCT: AML u..._ - - -- -- - -_ QC CHECK CC ......... - C JOB No. TM - 2150913 CSCALE: AS INDICATED DATE: 08-18-15 i PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL IA 7. U.N.O. (1) #5 VERTICAL IN F TYPICAL TIE BEAM w/ — 2x6x12 P.T. CENTER 1 C a G 3000 psi CONC. w/(1) #5 GROUT FILLED CELL (IF FRAMING INFO REBAR CONT. — 3/8" DIA. ANCHOR REQ'D PER PLAN) f 4 MASONRY WALL. 2x P.T. STUD THICK WASHER W/ EA. THREADED ROD PER L 2x6 P.T. BUCK EACH NOTE: SEE MD08 ON t SIDE OF OPENING BLOCKING PER BRG LINTEL PLAN FOR ADDIT'L REBAR INFO DETAIL REST EQ. SPACED WALL SCHEDULE 2 -24" O.C.) VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL —� SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=1'-0" NOTE. CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP, TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHII' ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 0 COURSE W/ (1; CONT. fiF1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" ADO GARAGE BUCK DETAIL SCHEDULE. ONLY11 �— (2) 2x TOP PLATE — (5) 3/8" DIA. J -BOLT W/ REQUIRED WHEN TYPICAL TIE BEAM w/ — 2x6x12 P.T. CENTER SEE PLAN FOR WALL C a G 3000 psi CONC. w/(1) #5 BUCK FRAMING INFO REBAR CONT. — 3/8" DIA. ANCHOR FROM END OF WALL / ala. ,. STD HOOK CENTERED MASONRY WALL. 2x P.T. STUD THICK WASHER W/ EA. THREADED ROD PER L 2x6 P.T. BUCK EACH PLAN / BEARING WALL t SIDE OF OPENING BLOCKING PER BRG TYPICAL FILLED CELL ADO GARAGE BUCK DETAIL 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. SCHEDULE. ONLY11 w/ 3000 psi CONC. w/(1) — (5) 3/8" DIA. J -BOLT W/ REQUIRED WHEN MIN. 1 "' EMBED. FOR 5-1/2" EMBED. AT EA. INDICATED ON <4 #5 REBAR VERT. GARAGE WALL SCHEDULE. MIN 6" VERIFY w/ PLAN FOR BEYOND FROM END OF WALL / REQ'D LOCATIONS PROVIDE 1-1/2" x 3/16" MASONRY WALL. '.. THICK WASHER W/ EA. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW CMU WALL PER PLAN 2x6 P.T. BUCK EACH °� 4" TITENS w/ WASHERS SIDE OF OPENING BLOCKING PER BRG (4) EQ. SPACED REST EQ. SPACED WALL SCHEDULE 2 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. 2x BUCK DETAIL "a LINTEL (SEE PLAN) TITEN HD ANCHORS w/ — (5) 3/8" DIA. J -BOLT W/ SHEATHING PER PLAN MIN. 1 "' EMBED. FOR 5-1/2" EMBED. AT EA. 7/16" O.S.B. EA. SIDE HOLLOW BLOCK OR 3 DOOR BRACKET, EA. BASE PLATE : < 2' EMBED. FOR SOLID SIDE OF DOOR. CONNECTION PER BRG f (3) 10d NAILS TYPICAL PROVIDE 1-1/2" x 3/16" WALL SCHEDULE BLK. MAX. 6" FROM THICK WASHER W/ EA. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW TOP &BOTTOM OR 4' x ANCHOR. (1st BOLT TO °� 4" TITENS w/ WASHERS BE 8" MAX. ABV. CURB, TOP PLATE 6" FROM TOP AND REST EQ. SPACED (HEADER CAN BE EITHER UPSET OR BOTTOM AND 12" O.C. -24" O.C.) PT BASE PLATE OTHERWISE. _ DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" FINISH PER ARCHSFIN - 1/2"=1'-0" ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING 2x BUCK DETAIL "a LINTEL (SEE PLAN) SEE TYPICAL HEADER STUDS @ 16" O.C. FOR KNEE WALL SHEATHING PER PLAN LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ADD 2x4 VERTICAL 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL CONT. ROOF SHEATHING NAIL PER PLAN TYP. TRUSS TO FRAME PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN (3) 10d NAILS TYPICAL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS AT EACH TRUSS CONNECTION PER e O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x INFORMATION SHEARWALL FRAMING DETAIL STD. CONNECTOR TOP PLATE OSIMPSON .;,. (HEADER CAN BE EITHER UPSET OR RAFTER J ::) NOTES JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF BETWEEN TRUSSES FINISH PER ARCHSFIN TOENAILED TO ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING 10d NAILS @ 4" O.C. NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D DOWNSET) TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. BOTTOM CHORD FRAME OUT TO BLOCK �-UNQ 0 FRAMED WALL PER W PLAN 2x BLK'G. TO O.S.B. W/ 2x PT BOTTOM WALL w/ STUDS 16" @ c'o CK 0 PLATE EDGE AS REQ'D w ARCH PER ELEV W (2) - 8d EACH END W HEADER PER �� d 2x Wl (2) 16d TOE NAILS EACH END u 0 0 PRECAST LINTEL OR I TOP OF WALL TO 1 O LOCATION (3) 16d COMMON BOTTOM OF WALL. U I I (2) 2x PLATE ---�� E N D VIEW w/ CMU + ATTACHED PER U- � N NAILS (TYP.) (2) 2x TOP PLATE NAILING SCHEDULE u HEADER (SEE PLAN) �L~j OTHERWISE SP2 CLIPS Z MIN. 2x4 SPF #2 KNEE — i MIN. 2x4 SPF #2 KNEE MASONRY WALL AT TOP AND SP1 CLIPS O ' 0 WALL WITH STUDS @ WALL WITH STUDS @ CL 2x4 SPF CONT. 16" O.C. W/ I (2) 2x #2 SYP SEE PLAN 16" O.C. W/ STRUCTURAL ENG: CFG DRAFTING '--STRUCT: AML BLOCKING ATTACH TO STRUCTURAL CC FOR BEAM SIZE STRUCTURAL i JOB No. TM - 2150913 SCALE: AS INDICATED SHEATHING ON BOTH DATE: I SHEATHING ON BOTH 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SIDES FROM TOP OF I SIDES FROM TOP OF NAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ARCH PER ELEV (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE I NAILING SCHEDULE TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS _ 2x BUCKS, AT TOP AND SPI CLIPS AT END VIEW w/ WOOD REQUI E ARE REQUIRED F01 DORMER FRAMING DETAIL 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 IFO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN O2x STUDS @ 16" O.C. FOR KNEE WALL NAILS LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ADD 2x4 VERTICAL ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN IF NO WEB IS PRESENT PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN (3) 10d NAILS TYPICAL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS AT EACH TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. e O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY SHEARWALL FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR NAILS RAFTER J ::) TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF BETWEEN TRUSSES FINISH PER ARCHSFIN TOENAILED TO ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING 10d NAILS @ 4" O.C. NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IFO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2: NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C OR TITEN HD @ 32" COMPANY (3) 10d NAILS TYPICAL 16d COMMONS END AT EACH TRUSS I Ii F 2x4 'X' BRACE ACROSS (2) 2x #2 SYP SEE PLAN LENGTH OF I FOR BEAM SIZE (ONLY SHEARWALL I I MASONRY WALL PER NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI' NAILS (2) BAYS PAST A/C J ::) LOCATION. MIN (3) BA 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ Q 10d NAILS @ 4" O.C. � f ch STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE �-UNQ 0 FRAMED WALL PER W PLAN = 3/4"=1'-0" CD PRE -CAST LINTEL PER W PLAN _j f— M (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 " 12" 2x8 3/16" x 3" 1 12" O.C. 2 Q 1/2" x 8" ANCHOR BOLT � w CONC. SLAB - �. `. 1 454 VE RT REINF. BEYOND SEE FOUNDATION • zed' OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN I I- 1- - 16d COMMONS END O I Ii F NAILED TO VERTICAL (2) 2x #2 SYP SEE PLAN O.C. & 6 FROM EACH I FOR BEAM SIZE (ONLY w I I MASONRY WALL PER I I PLAN FOR BEAM SIZE END ( IF OPENING PROVIDED J ::) DETAILS FOR FTG INFO f U) c TRUSS PER PLAN PER PLAN) Z Q O � f ch O� a R MIN. 2x4 SPF #2 KNEE Q �-UNQ 0 U`40 W N = 2x PT BOTTOM WALL w/ STUDS 16" @ c'o CK 0 PLATE O.C. w/ STRUCTURAL w W v FASTEN PT 2x NAILER Nco TO MASONRY NOTES:O W UJI 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 F- Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK w 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN U.)0 THIS CASE. w U) 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" UO U (/) Z O.C. @ EACH SUCCESSIVE BUCK O Lu Q 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z Q (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) co J ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S 0 0 SPECS Rm O J LL w W r I s\S\ y s Lq SHEATHING PER PLAN STRUCTURAL ®' 0 0 : w - TYP. TRUSS TO FRAME SHEATHING Z N W a` � Z Z CONNECTION PER TYP. TRUSS TO FRAME V 0: U STD. CONNECTOR® CONNECTION PER Z ® 4•» NOTES STD. CONNECTOR Q FRAME OUT TO NOTES EDGE AS REQ'D BLOCK FRAME OUT TO BLOCK Q ;� •®'®��`se� _j 0 EDGE 111111 U - KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS I601 A/C IN TRUSSES 3/4"=1'-0" I PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL, TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" CHIMNEY FRAMING DETAIL BUILDER FRAME RADIUS AS REQ'D " AT BASE ARE REQ'D O O _ w IL am 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END FLUE PER MANUF. SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING 1 j 0 . El RE. ELEV FOR O.H. EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED ' FLASHING 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION %1 TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID w — WINDOW PER > FLOOR PLAN — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS — EXT FINISH PER PLAN MAIN FLOOR (4) 16d COMMONS 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE w CONC. SLAB - �. `. 1 454 VE RT REINF. BEYOND SEE FOUNDATION • -J OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN I I- 1- - 16d COMMONS END O I Ii F NAILED TO VERTICAL (2) 2x #2 SYP SEE PLAN O.C. & 6 FROM EACH I FOR BEAM SIZE (ONLY O U I I MASONRY WALL PER I I PLAN FOR BEAM SIZE END ( IF OPENING PROVIDED J ::) DETAILS FOR FTG INFO f U) c TRUSS PER PLAN PER PLAN) Z Q O � f ch O� a R MIN. 2x4 SPF #2 KNEE Q �-UNQ 0 U`40 W N = 2x PT BOTTOM WALL w/ STUDS 16" @ c'o • b PLATE O.C. w/ STRUCTURAL w W o W SHEATHING FROM d M u 0 0 PRECAST LINTEL OR I TOP OF WALL TO 1 O c KNOCK OUT COURSE: BOTTOM OF WALL. U c + ATTACHED PER U- � N NAILING SCHEDULE u �L~j OTHERWISE SP2 CLIPS Z z — L) MASONRY WALL AT TOP AND SP1 CLIPS O ' 0 KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS I601 A/C IN TRUSSES 3/4"=1'-0" I PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL, TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" CHIMNEY FRAMING DETAIL BUILDER FRAME RADIUS AS REQ'D " AT BASE ARE REQ'D O O _ w IL am 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END FLUE PER MANUF. SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING 1 j 0 . El RE. ELEV FOR O.H. EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED ' FLASHING 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION %1 TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID w — WINDOW PER > FLOOR PLAN — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS — EXT FINISH PER PLAN MAIN FLOOR (4) 16d COMMONS , . �ELEV 0'-0" NAILED @ EACH END CONC. SLAB - �. `. 1 454 VE RT REINF. BEYOND SEE FOUNDATION • -J 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I I (_� I I- 1- - 16d COMMONS END I Ii F NAILED TO VERTICAL v Q Z � 2x4's Z I I MASONRY WALL PER I I PLAN p oo�OD W Zc SEE FOUNDATION ��\LDING i J ::) DETAILS FOR FTG INFO U) c TRUSS PER PLAN 00 SANFORD = ZQ N ZLL 0 Z E � f O� a R Z 69O TYPICAL ONE STORY CMU WALL SECTION 3/4"=V-0" I J 3/4"=1'-01" �6- 1 454 11� ) J z C W -J Q J ~ 0 "v v Q Z � J Z LL 0) W p oo�OD W Zc J J ::) u) � z"8- 8 Q 0 (5cl/L) t U) a IT w . o W 00 Z 0U ZQ N ZLL 0 Z E WN O� a > W Z Z �-UNQ 0 ,J W 0 = 0 Oa b uj W Q W 00 1 m C � � J W = W 00 Z Z = Oa b _ Q W 00 1 O c � N m �L~j --IWW x-00 — L) 0 ' 0 CL STRUCTURAL ENG: CFG DRAFTING '--STRUCT: AML QC CHECK CC i JOB No. TM - 2150913 SCALE: AS INDICATED DATE: 08-18-15 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON F DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER GABLE BRACING + UP TO 4'-8" TRUSS 4'-8" < H b 7'-0" (1) 2x4 BRACE DOUBLE 2x TOP PLATE (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < H514'-0" FASTEN SIDE WALL A35 DIAGONAL TO iv STRONGBACK W/ (2) 2x4 BRACE SHEATHING PER PLAN. BRACE TO PLATE TRUSS BOT. CHORD CANTILEVER (5) 16d NAILS BRACE TO BLOCKING PT 2x8 PLT., CANT. FOR EXT. SHEATHING; EACH END.AT 24" O.C. ROOF SHEATHING ATTACH PER PLAN )P EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ FRAME WALL CONNECTION PER PLAN 10 EACH END AND 32" O.C. ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 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 k 2'-0" MAX' END NAILS EA. END -I V-9" MAX. VARIES 1 Yy RAKED DOUBLE TOP ' PLATE CEILING NAILER AS , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN — FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" w C7 0 WHERE O.H. IS > V-0", DROP w 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d CO TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q Q BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOFTRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ F_ Q SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. --- SHEATHING PER PLAN Lu (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. w - - - BLOCKS w/8d NAILS SEE ELEV. FOR Z @ 6" O.C. O.H. SIZE \ CONT. 2x4 WHERE O.H. IS > 1'-0", N \ 2x4 DIAGONAL BRACE DROP END GABLE w/ z w @ 48" O.C. TO 3RD OUTLOOKERS @ 24" \ \ BAY REQ'D w/ O 0 STRONGBACK, SEE O.C. TO RUN BACK TO F' 1 ST COMMON TRUSS w — u- \ \ CHART WITH (3) 12d TOENAILS.Lo O \ \ GABLE BRACING (+) CONNECT TO DROP w — SEE CHART GABLE WITH H2.5 CLIP. 0O U 0 MAX 2'-0" O.H. PROVIDE 2x4 BRACE _ Z w Q TO EA. ADJ. DIAG. F D Q FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 16d NAILS. PER CHART Q ..J (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" = TO BLOCKING x m O.C. NOT REG'D 6' A PROVIDE 2x4 BRACE GABLE END 0F --'IA SHEATHING FASTEN FROM EAVES - - -- --- -- -- -- . GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN w 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D = H -- SIMPSON H10A DIAG. TO BLOCKINGJA I I I _ `ae,��11 illll0��' LLI GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H b 7'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < H514'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO iv STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d BRACE TO PLATE TRUSS BOT. CHORD CANTILEVER 10d COMMON NAILS @ 3 1/4" HOLD 1/2" J -BOLTS w/ STUD TOP & BOTTOM PT 2x8 PLT., CANT. FOR WASHERS (MIN. T' r EACH END.AT 24" O.C. ROOF SHEATHING CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ TRUSS PER PLAN PER PLAN 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w TRUSS PER PLAN MAX. ATTACHMENT w/ (3) 10d _ EXT. SHEATHING; � TOENAILS EA. END (nPROVIDE 16d NAILS _ � � j GABLE END TRUSSTO Q c i 2x TOP PLATE TO (2) 16d TOENAILS PLT.@12" O.C. MAX. = v °4 GABLE END W/ 16d (I W/ (2) 12d END NAILS- BRACE TO LEDGER o m O NAILS @ 6" O.C. K3/16" @ EACH END LL O FRAMING FOR FALSE L DOWN FOR CMU WALL OR LINTEL a .. = BEAM, IF REQ'D w/ (3) DOUBLE TOP PLATE BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 LEDGER (2) 10d HEADER PER PLAN IF BRACE 2x4 SYP #2 BLOCKING, NAILS @EACH WEB TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ FASTEN SYP OR SPF #5 CONT. SINGLE BASE & TOP (1) KING STUD w/ SIMPS TRUSS PER PLAN PLATE w/ PLYWOOD FALSE BM PER PLAN ATTACH PER PLAN LSTA18 HEADER TO SHEATHING COVERING IF Ill a FROM TOP OF WALL CMU WALL CONNECTION CLEAR SPAN CONNECTION N ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 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 k 2'-0" MAX' END NAILS EA. END -I V-9" MAX. VARIES 1 Yy RAKED DOUBLE TOP ' PLATE CEILING NAILER AS , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN — FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" w C7 0 WHERE O.H. IS > V-0", DROP w 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d CO TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q Q BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOFTRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ F_ Q SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. --- SHEATHING PER PLAN Lu (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. w - - - BLOCKS w/8d NAILS SEE ELEV. FOR Z @ 6" O.C. O.H. SIZE \ CONT. 2x4 WHERE O.H. IS > 1'-0", N \ 2x4 DIAGONAL BRACE DROP END GABLE w/ z w @ 48" O.C. TO 3RD OUTLOOKERS @ 24" \ \ BAY REQ'D w/ O 0 STRONGBACK, SEE O.C. TO RUN BACK TO F' 1 ST COMMON TRUSS w — u- \ \ CHART WITH (3) 12d TOENAILS.Lo O \ \ GABLE BRACING (+) CONNECT TO DROP w — SEE CHART GABLE WITH H2.5 CLIP. 0O U 0 MAX 2'-0" O.H. PROVIDE 2x4 BRACE _ Z w Q TO EA. ADJ. DIAG. F D Q FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 16d NAILS. PER CHART Q ..J (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" = TO BLOCKING x m O.C. NOT REG'D 6' A PROVIDE 2x4 BRACE GABLE END 0F --'IA SHEATHING FASTEN FROM EAVES - - -- --- -- -- -- . GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN w 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D = H -- SIMPSON H10A DIAG. TO BLOCKINGJA I I I _ `ae,��11 illll0��' LLI GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H b 7'-0" (1) 2x4 BRACE 7'-0" < H b 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < H514'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H t18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING ✓ar N »» 'r to w o c� 6� »' ., z z GABLE BRACING @ 48" PROVIDE 2x BLOCKINGen ,DIIIe ,,N U O.C. MAX. 45° FROM FOR NAILING = F., ' ,i� vC e HORIZONTAL (+/- 10°) , <7 BRACE NOT REQUIRED 'i r »»e»® w`° C Q 6' FROM EAVES.» »ee�ee » �`~ J TRUSS PER PLAN O �/� �. t� w SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK uj w PROVIDE BLOCKING TRUSSES a rr ll BETWEEN TRUSS BAYS 2 V O @ 48" O.C. FOR FIRST 3 O BAYS SEE GABLE WALL PER PLAN D w `dol CONNECTION DETAIL 1P. z ^ O ch (FRAME WALL SHOWN; F --I u' ly v FOR REQ'D MAY ALSO BE m U ��p i�u9 �d��j c' o CONNECTIONS MASONRY) **nz ***NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING***Q pq u o U Z � O O � O�ti4 T \ Z C5,0 U z w O • O O _ �® w M IL Q W 1/2"=1'-0" I � % 3/4"=1'-0" I NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" SIMPSON DTC, (2) 8d MAIN SPAN ROOF )-- 2x8 RIDGE BOARD WOOD WALL PROVIDE 2x BLOCKING NAILS INTO BLOCKING, SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. WAY UP HEIGHT OF FOR NAILING CONV. FRAME OR HEADER PER PLAN; 2x4 BLOCKING (2) 12d PLATE (2)16d NAILS PLT. TO CANTILEVER 10d COMMON NAILS @ NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END (TYP.) cD EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. TRUSS PER PLAN SP4 CONNECTORS @ TRUSS PER PLAN PER PLAN TO STUD) GABLE TRUSS H0 J TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d ON (1) SIDE OF EXT. SHEATHING; < 0 0 :S 2 Z i--U)ww o INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. RAFTER & A35 ON ADJ NAILS INTO TOP PLATE OUTLOOKER (2) 16d NAILS TO EA. BLOCKING @ 24" O.C. (2) 16d TOENAILS RAFTER TO OPP SIDE SIMPSON H2.5(TYP.) W W/ (2) 12d END NAILS- BRACE TO LEDGER HOLD WALL 3-1/2" K3/16" @ EACH END LL O x 2 3/4" TAPCONS DOWN FOR 2x6's @ 24" O.C. MAX. 0 DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN IN CMU. OR SIMPSONMETA16 2x4 LEDGER (2) 10d HEADER PER PLAN IF 2x4 SYP #2 BLOCKING, NAILS @EACH WEB w REQ'D. MIN (1) JACK & FASTEN SYP OR SPF EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS TRUSS PER PLAN ATTACH PER PLAN LSTA18 HEADER TO END NAILS @EACH a FROM TOP OF WALL STUDS TYP. BASE SHEATHING PER PLAN N w TO BOTTOM CONNECTION pa� W/ 1/4"x4-1/2" SIMPSON 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ,. -- SDS SCREWS TO TOP 16" O.C. 1/2" x 8" J -BOLT @ 32" WALL SHEATHING PER DTC CLIP, (2) 8d NAILS- CHORD OF EACH O.C. AND 6" FROM EA. PLAN < 4 INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN +' p" IN CMU. OR SIMPSON VALLEY RAFTER ANCHOR BOLT OR SIDE OF EA. STUD. LTS sTVALEYRUSO META16 BEARING CONDITION @ CMU WALL TITEN HD @ 32" O.C. & CENTERED BETWEEN SIMPSON MTS12 OR � "�'• 6" FROM EACH END U SEE fRAMEANDDETAIL WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING FO NON-BEARING WALL CLIP DETAIL ✓ar N »» 'r to w o c� 6� »' ., z z GABLE BRACING @ 48" PROVIDE 2x BLOCKINGen ,DIIIe ,,N U O.C. MAX. 45° FROM FOR NAILING = F., ' ,i� vC e HORIZONTAL (+/- 10°) , <7 BRACE NOT REQUIRED 'i r »»e»® w`° C Q 6' FROM EAVES.» »ee�ee » �`~ J TRUSS PER PLAN O �/� �. t� w SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK uj w PROVIDE BLOCKING TRUSSES a rr ll BETWEEN TRUSS BAYS 2 V O @ 48" O.C. FOR FIRST 3 O BAYS SEE GABLE WALL PER PLAN D w `dol CONNECTION DETAIL 1P. z ^ O ch (FRAME WALL SHOWN; F --I u' ly v FOR REQ'D MAY ALSO BE m U ��p i�u9 �d��j c' o CONNECTIONS MASONRY) **nz ***NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING***Q pq u o U Z � O O � O�ti4 T \ Z C5,0 U z w O • O O _ �® w M IL Q W 1/2"=1'-0" I � % 3/4"=1'-0" I NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" SIMPSON DTC, (2) 8d MAIN SPAN ROOF )-- 2x8 RIDGE BOARD WOOD WALL 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. WAY UP HEIGHT OF (4) 8d NAILS TO TOP CONV. FRAME OR HEADER PER PLAN; VALLEY. FASTEN w/ (5) PLATE SEE HEADER CANTILEVER 10d COMMON NAILS @ SCHEDULE & NOTES FOR WOOD OR EACH END (TYP.) cD MASONRY SIMPSON LSTA12 OR 2x6 RAFTER TO 2x8 TRUSS PER PLAN SP4 CONNECTORS @ TRUSS PER PLAN RIDGE BOARD W/ A35 GABLE TRUSS H0 J UPLIFT SPAN 4'-6" OR ON (1) SIDE OF EXT. SHEATHING; < 0 0 :S 2 Z i--U)ww o ATTACH PER NAILING 2x DOWNFRAME TO RAFTER & A35 ON ADJ TRUSS PER PLAN DOOR AS REQ'D (2) 16d NAILS TO EA. DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE w W SIMPSON META16 @ INTO BLOCKING, (2) (AS SHOWN) K3/16" Z LL O x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. 0 IN CMU. OR SIMPSONMETA16 C Lu 2x4 SYP #2 BLOCKING, - w wr FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d I 2x6 (MIN.) PLATE THRU END NAILS @EACH SHEATHING PER PLAN END. pa� W/ 1/4"x4-1/2" SIMPSON -- SDS SCREWS TO TOP WALL SHEATHING PER ..a: LAY 2x4 BLOCKING CHORD OF EACH PLAN OVER THE TOP OF THE LINTEL PER PLAN TRUSS BELOW LL BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN . " ATTACH W/ (2) 10d VALLEY RAFTER NAILS @ EACH TRUSS LTS sTVALEYRUSO STD CONDITION @FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR � "�'• N LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. FO NON-BEARING WALL CLIP DETAIL ✓ar N »» 'r to w o c� 6� »' ., z z GABLE BRACING @ 48" PROVIDE 2x BLOCKINGen ,DIIIe ,,N U O.C. MAX. 45° FROM FOR NAILING = F., ' ,i� vC e HORIZONTAL (+/- 10°) , <7 BRACE NOT REQUIRED 'i r »»e»® w`° C Q 6' FROM EAVES.» »ee�ee » �`~ J TRUSS PER PLAN O �/� �. t� w SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK uj w PROVIDE BLOCKING TRUSSES a rr ll BETWEEN TRUSS BAYS 2 V O @ 48" O.C. FOR FIRST 3 O BAYS SEE GABLE WALL PER PLAN D w `dol CONNECTION DETAIL 1P. z ^ O ch (FRAME WALL SHOWN; F --I u' ly v FOR REQ'D MAY ALSO BE m U ��p i�u9 �d��j c' o CONNECTIONS MASONRY) **nz ***NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING***Q pq u o U Z � O O � O�ti4 T \ Z C5,0 U z w O • O O _ �® w M IL Q W 1/2"=1'-0" I � % 3/4"=1'-0" I NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" TO MASONRY. AT MAIN SPAN ROOF (2) 2x TOP PLATE WOOD WALL TRUSS (CENTERED w/in TOP SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. PLATE & 6" FROM JAMB OUTLOOKER OR CONV. FRAME OR HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES FOR WOOD OR FOR ADDT'L INFO. cD MASONRY SIMPSON LSTA12 OR rGEO GABLE END AT VALLEY FRAMING SP4 CONNECTORS @ VO �oa� �wz! 24"o.c. IF HEADER WITH GABLE TRUSS H0 J UPLIFT SPAN 4'-6" OR MORE. EXT. SHEATHING; < 0 0 :S 2 Z i--U)ww o ATTACH PER NAILING 2x DOWNFRAME TO SCHED. DOOR AS REQ'D (2) 16d NAILS TO EA. COMMON TRUSS w W SIMPSON META16 @ N w N < 32" 0 C GABLE TRUSS Z 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB 0 SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT cD MASONRY rGEO GABLE END AT VALLEY FRAMING HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS a. ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE LSTA24 WRAPPED AROUND TOP MEMBER SIMPSON MTS12 a' a• (9`R0 TRELLIS ATTACHMENT 1/2"=1'-0" 3/4"=1'-0" i i —CMU WAL L PER PLAN (2) 16d TOE NAILS 4X4 PT. �V_SIMPSON H2.5A _(3) 4" SIMPSON SDS SCREWS, PRE -DRILLED & COUNTER -SUNK. \—(4m) 1/4" X 2-3/4" TAPCONS, VERT, TO �\ CMU WALL 2X PT \_(2) 4" SIMPSON SDS SCREWS, PRE -DRILLED & COUNTER -SUNK. �V,LD�NO SANFORD #16-1454 SD3 U) Lu J P 0 Lu z F— M �` E - w cD <z 3 o > Z VO �oa� �wz! H0 J � to o: Zz J Z < 0 0 :S 2 Z i--U)ww o Z Z¢cnZzE w W N w N < w Z Z LL O w 0 C Lu - w wr SD3 U) m � w 0 J W - w 00 Z CW pa� Lu LL 1 000 � "�'• N 3i-- 0wZ - W�O0 '.0 w IZ STRUCTURALENG CFG C DRAFTING: '--STRUCT: All QC CHECK: CC JOB No. TM - 2150913 SCALE: AS INDICATED DATE: 08-18-15 SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. -- DOUBLE 10d @ 3" O.C. + TOP SPLICE 2x4 BEYOND AGN16d 48" 2x8 STUDS MiN ATTACH 2x STU TOP PLATE W/ ( NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR / ATTACH 2x STUDS TO 10d x 3" COMMON OPP. _T1---1— FIII II II I CONDITIONS TOP PLATE W/ (4) 16d cn LINTEL PER PLAN IIII AT CORNER NAILS ((2) ON EA. SIDE) TRUSS CONNECTION 2x8 STUDS PER G TYP. AT ALL EXTERIOR JOINT, MAX. 1/8" GAP W � W O wa, ti E FRAMING PLAN CONDITIONS ZX4 IFZ ter- er(22) Q w � Q Q F- M U TOP SPLICE ---� BOTTOM SPLICE OVER NAIL BOTTOM PLATE 2x FRAME WALL PER zCL 0 STUD SCHEDULE �- Q`- DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL DOUBLE 2x8 TOP --- TOP PLATE TRANSITION PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON ❑ 2 1/2" ❑ z ❑ w w 1 1/2" w N N N (" 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. _T1---1— FIII II II I MORE BRG. WALL INFO2x8 w= cn LINTEL PER PLAN IIII AT CORNER SIDE TRUSS CONNECTION W (2) 8d TOENAILS JOINT, MAX. 1/8" GAP W � W O wa, ti E z PER PLAN ZX4 IFZ ter- er(22) Q w � Q Q F- M U ❑ i 0 NAIL BOTTOM PLATE 2x FRAME WALL PER zCL 0 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE �- Q`- PLAN 2x6 #2 SYP P.T. CONT. TO CORNER STUD PACK w/ (4) 10d NAILS 2x4 BLOCKING PLACED < CL U) U C m SEE ELEV. FOR FLATWISE (2) 16d EDGE DISTANCE w 00 4 co O Ng TOP PLATE CORNER TRANSITION co (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 3/4"=1'-0" 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND 72 INSTALLED VERTICALLY. 1� NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS U- z @ 3"" O.C. v z m NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A' = NAIL SPACING =—_----II--T� IF_ w__JQ "" of 0b Sc o s NAILS @ 3 O.C. 2 F qe II 6 II II II II a. Lu <<c qp o LOU i- � O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d R< T ROOF SHEATHING, ?.� FiQ Cqe II I I II II II a = O I- COMMON NAILS @ 3" O.C. 1/2"" A 1/2" ticTti rR�s FASTEN PER PLAN III � u- 0 ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — a o O/y ti III III I I I I I WALL SHEATHING O = EDGES 6" O.C. U.N.O. ON PLANS III III II II I SPLICE, SEE SPLICE DETAIL. MAX 1/8" O5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" III OPENING III II II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. UJ I- 4 - DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III I I PANELS = } 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO � � O �� EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3" III 3 I I I I I I I � HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I _j w TOP & BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS III AROUND III II II II 2x STUDS BEYOND, O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C.JA III OPENING III 11 11 I I SEE PLAN FOR MORE "- VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 00 c c a u Q INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO f- z O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA IIIT _T1---1— FIII II II I MORE BRG. WALL INFO2x8 w= cn LINTEL PER PLAN IIII LINTEL PER PLAN II II II TRUSS CONNECTION W (2) 8d TOENAILS JOINT, MAX. 1/8" GAP W � W O wa, ti E I I II IIII PER PLAN ZX4 IFZ ter- er(22) Q w � Q Q F- M ❑ i 0 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER I I II IIII 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE �- Q`- PLAN 2x6 #2 SYP P.T. CONT. °° 2x4 BLOCKING PLACED SHEATHING PER U C m SEE ELEV. FOR FLATWISE (2) 16d EDGE DISTANCE w 0 4 co O Ng NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL — — — — —FLOOR SYSTEM — - WALL TO PRECAST PER ��f�IL ❑ > ~ CUT TO FIT 2x BOTTOM PLATE LAP BEAM PLYS AND W NAILING SCHEDULE & OPENING SIZE 1 BEYOND SEE PLAN TAPCONS @ 12" O.C. Q �I'ch SHEATHING DIAGRAM (4) 12d NAILS EACH fiFl"EXTERIOR SHEATHING SCHEDULE (2) 2x TOP PLATE _ haw 3/4"=1'-0" LINTEL w/ (2)ROWS OF Lu_...... `+ ' + SPACED EVENLY (4) 12d NAILS EACH EACH END - - -..... EXT. BEAM PER PLAN TALLER STUD) w _. 12" O.C. N 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. VERTICALLY TRUSS MEMBER VERTICALLY HTS20 CLIP FROM 10dx3" It BUILT-UP W/ (2) Z Zj POST TO BEAM F— 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x6 INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO f- z O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA BLOCKING IIIT _T1---1— FIII II II I MORE BRG. WALL INFO2x8 w= cn LINTEL PER PLAN IIII LINTEL PER PLAN II II II TRUSS CONNECTION c (2) 8d TOENAILS JOINT, MAX. 1/8" GAP W � W O wa, ti E I I II IIII PER PLAN ZX4 IFZ ter- er(22) Q w � Q IIII z@ II II II ❑ i 0 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER I I II IIII 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE �- o PLAN 2x6 #2 SYP P.T. CONT. °° 2x4 BLOCKING PLACED SHEATHING PER U C m SEE ELEV. FOR FLATWISE (2) 16d — --------- O.H. SIZE co O Ng NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL — — — — —FLOOR SYSTEM — - WALL TO PRECAST "w > ~ CUT TO FIT 2x BOTTOM PLATE LAP BEAM PLYS AND W NAILING SCHEDULE & OPENING SIZE 1 BEYOND SEE PLAN TAPCONS @ 12" O.C. Q STRAP AROUND SHEATHING DIAGRAM (4) 12d NAILS EACH fiFl"EXTERIOR SHEATHING SCHEDULE (2) 2x TOP PLATE _ haw 3/4"=1'-0" LINTEL w/ (2)ROWS OF BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO MORE BRG. WALL INFO2x8 LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN CMU WALL PER PLAN LEDGER TRUSS CONNECTION CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN (2) 8d TOENAILS JOINT, MAX. 1/8" GAP W � W O wa, ti E 2x6 SYP #2 LEDGER. TO PER PLAN ZX4 IFZ ter- er(22) TO LEDGER Q 2x4 PT LEDGER W/ z@ @ 24" O.C. w/ EXT. NAILING PER QRZws8 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER SIMPS. SDS SCREWS @ 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE STRAP IS NOT REQUIRED. O.C. PLAN 2x6 #2 SYP P.T. CONT. °° 2x4 BLOCKING PLACED SHEATHING PER SEE ELEV. FOR Li. SEE ELEV. FOR FLATWISE (2) 16d CORNER CONDITIONS O.H. SIZE POST PER PLAN O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE AF'1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTION CONNECTION EACH END /_". nn ",7.. QI !1!`Ill Alf'_ \A// /71 _.._ __ im n., •1-r%n n1 nT� PRE-ENGINEERED 7� ROOFTRUSS-SEE / FRAMING PLAN FOR SPACING EXTERIOR SHEATI SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE `— PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING 51MP50N L5TA3U W✓ �✓ — MORE BRG. WALL INFO2x8 LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN #2 SPF VERTICAL ZX12 W/ 1Ud A J" NAILS CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN ca W � W O wa, ti E 2x6 SYP #2 LEDGER. TO (,CD Z4' V.1J W/ to 1. ZX4 IFZ ter- er(22) BEAM INTO LONG SPAN AS INDICATED ON BEAM Q (22)10d NAILS (ALL z@ @ 24" O.C. w/ EXT. SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN QRZws8 SIMPS. SDS SCREWS @ o�scc 6" O.C. 2x12 AT STRAP IS NOT REQUIRED. 2x6 #2 SYP P.T. CONT. ❑ 1=-gwZ E z ¢`�zZ F 2x6 #2 SYP P.T. CONT. °° 16" O.C. MAX.; SHEATHING PER BLOCKING @ 24" O.C. Li. W� CORNER CONDITIONS EXT. BEAM PER PLANPT POST PER PLAN EXTERIOR WALL/TRUSS w/ (2) 1/4" x 3 1/2" (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. . ,: w/ (2) 1/4" x 3 1/2" :. z W WALL TO PRECAST .; > ~ MAX.; LAP BEAM PLYS AND W NAILING SCHEDULE & w/ (2) 16d END NAILS TAPCONS @ 12" O.C. Q STRAP AROUND w (4) 12d NAILS EACH (2) 2x TOP PLATE _ haw NAILS PER PLY LINTEL w/ (2)ROWS OF `+ ' + SPACED EVENLY (4) 12d NAILS EACH EACH END O TRUSS MEMBER EXT. BEAM PER PLAN TALLER STUD) w ATTACH 2x TO 12" O.C. N 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. VERTICALLY TRUSS MEMBER VERTICALLY HTS20 CLIP FROM SIMPSON H3 CLIP BUILT-UP W/ (2) Z Zj POST TO BEAM F— 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x6 2x8 w/ (2) 10d NAILS @ PLAN VIEW @ TOP OF POST — ROWS OF 10d NAILS (4) 10d NAILS FOR O N 2x8 w/ (2) 10d NAILS @ S O T O STUDS OR BEAM w/ T 2x8 w/ (2) 10d NAILS @ STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL a ><x POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL TRANSOM BETWEEN TOENAILS INTO OTHER MEMBERS ONLY TRANSOM BETWEEN SEE WALL CLIP DETAIL ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY SEE FLOOR PLAN FOR ATTACHMENT BY LINTELS TRUSS LINTELS FOR MORE INFO BUILDER LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �— 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=V_01. "-0'" T_ co O Z C)0 a_ Q 0 O U U fn Z 10d x 3" OPP. SIDE Z Q 0 o � m m J o O kNCE PER m 0-- _j U_ LU W �I o ��Ryoi�li�rrr, w ••• "+•• /I� W O ROOF SHEATHING, s®� " U FASTEN PER PLAN = w d' I.-- cr« = J C�• 00 O i � �srrroiireao , 2x4 #2 SYP CONT. w/ (2) W 16d COMMON NAILS a rr ll EA. STUD OR TRUSS 2 V O MEMBER, TYP. (MAX. U 24" O.C.). IF MASONRY, O w USE (2) 1/4" TAPCONS Q w/ MIN. 2" EMBED. @ M U II l p, ��30 0 24" O.C. w 4W- Z IL TRUSS PER PLAN = 01 o O U Z 0 O ,III II lG�ti4 cn V H u dp, 4 S U ti WOOD/MASONRY 0 Z b�0 WALL OR TRUSS, SEE F O PLAN (TRUSS SHOWN) 0 Q a am w 1-1/2"=11-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" �tDlG SANFORD AR1�` #1 _1454 �✓ — MORE BRG. WALL INFO2x8 LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN #2 SPF VERTICAL �- LINTEL PER PLAN CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN ca W � W O wa, ti E 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM Q V Z STUDS w/ (2) 1/4" X 4'/" @ 24" O.C. w/ EXT. SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN QRZws8 SIMPS. SDS SCREWS @ o�scc _ STRAP IS NOT REQUIRED. 2x6 #2 SYP P.T. CONT. ❑ 1=-gwZ E z ¢`�zZ F 2x6 #2 SYP P.T. CONT. °° 16" O.C. MAX.; SHEATHING PER Li. W� TO GABLE END STUDS w EXT. BEAM PER PLANPT POST PER PLAN EXTERIOR WALL/TRUSS w/ (2) 1/4" x 3 1/2" (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. . ,: w/ (2) 1/4" x 3 1/2" :. z W NAILING SCHEDULE & .; > ~ MAX.; LAP BEAM PLYS AND W Z TAPCONS @ 12" O.C. Q TAPCONS @ 12" O.C. 0 (4) 12d NAILS EACH (2) 2x TOP PLATE _ haw NAILS PER PLY SPACED EVENLY 1/4" x 2 3/4" TAPCONS AT SPACED EVENLY O TRUSS MEMBER EXT. BEAM PER PLAN 000 ATTACH 2x TO 12" O.C. N ce. VERTICALLY SEE PLAN VERTICALLY HTS20 CLIP FROM SIMPSON H3 CLIP BUILT-UP W/ (2) Z Zj POST TO BEAM F— LL 2x6 PLAN VIEW @ TOP OF POST — ROWS OF 10d NAILS (4) 10d NAILS FOR O N 2x8 w/ (2) 10d NAILS @ S O T O STUDS OR BEAM w/ T 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ STAGGERED @ 8" O.C. PT POST PER PLAN 1/4" X SIMPS. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD STRUCTURAL ENG: CFG MEMBERS ONLY ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY Li JOB No. BUILDER TO GABLE END STUDS BUILDER BUILDER BUILDER ORSTEP I@ BEARING FRAME WALLS01 HEADER @ POCKET SLIDER w/ TRANSOMSO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER504 4'-0" MAX. HEADER @ POCKET SLIDER 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=V_01. "-0'" T_ co O Z C)0 a_ Q 0 O U U fn Z 10d x 3" OPP. SIDE Z Q 0 o � m m J o O kNCE PER m 0-- _j U_ LU W �I o ��Ryoi�li�rrr, w ••• "+•• /I� W O ROOF SHEATHING, s®� " U FASTEN PER PLAN = w d' I.-- cr« = J C�• 00 O i � �srrroiireao , 2x4 #2 SYP CONT. w/ (2) W 16d COMMON NAILS a rr ll EA. STUD OR TRUSS 2 V O MEMBER, TYP. (MAX. U 24" O.C.). IF MASONRY, O w USE (2) 1/4" TAPCONS Q w/ MIN. 2" EMBED. @ M U II l p, ��30 0 24" O.C. w 4W- Z IL TRUSS PER PLAN = 01 o O U Z 0 O ,III II lG�ti4 cn V H u dp, 4 S U ti WOOD/MASONRY 0 Z b�0 WALL OR TRUSS, SEE F O PLAN (TRUSS SHOWN) 0 Q a am w 1-1/2"=11-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" �tDlG SANFORD AR1�` #1 _1454 �✓ — 0 W J ~ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN ca W � W O wa, ti E 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM Q V Z STUDS w/ (2) 1/4" X 4'/" J SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN QRZws8 SIMPS. SDS SCREWS @ o�scc _ STRAP IS NOT REQUIRED. Z z ❑ 1=-gwZ E z ¢`�zZ F - 16" O.C. MAX.; Q w O o3:07: Li. W� TO GABLE END STUDS w EXT. BEAM PER PLANPT POST PER PLAN EXTERIOR WALL/TRUSS - (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. LL O U w z W O > ~ MAX.; LAP BEAM PLYS AND W Z TO MASONRY w/ 2x6 PT Q NAIL AS SHOWN (5) 10d 0 _ SYP #2 LEDGER w/ (2) _ haw NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT O 0 EXT. BEAM PER PLAN 000 12 12" O.C. N ce. SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP 0 Z Zj POST TO BEAM F— LL SHEATHING PER PLAN PLAN VIEW @ TOP OF POST — 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR O N I— S O T O STUDS OR BEAM w/ T PT POST PER PLAN 1/4" X SIMPS. CONV. FRAMED G ABU POST BASE PER SDS SCREWS @ 16" STRUCTURAL ENG: CFG MEMBERS ONLY PLAN O.C. MAX.; CC Li JOB No. 5/8" THREADED ROD w/ TO GABLE END STUDS SCALE: AS INDICATED ' 0' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER . I I ` O.C. MAX.; COMMUNITY SPECS Q A SEE FOUNDATION TO MASONRY w/ 2X4 PT 2x4 SYP 41 .. ii . PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED — 3 INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY ADO CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=V_01. "-0'" T_ co O Z C)0 a_ Q 0 O U U fn Z 10d x 3" OPP. SIDE Z Q 0 o � m m J o O kNCE PER m 0-- _j U_ LU W �I o ��Ryoi�li�rrr, w ••• "+•• /I� W O ROOF SHEATHING, s®� " U FASTEN PER PLAN = w d' I.-- cr« = J C�• 00 O i � �srrroiireao , 2x4 #2 SYP CONT. w/ (2) W 16d COMMON NAILS a rr ll EA. STUD OR TRUSS 2 V O MEMBER, TYP. (MAX. U 24" O.C.). IF MASONRY, O w USE (2) 1/4" TAPCONS Q w/ MIN. 2" EMBED. @ M U II l p, ��30 0 24" O.C. w 4W- Z IL TRUSS PER PLAN = 01 o O U Z 0 O ,III II lG�ti4 cn V H u dp, 4 S U ti WOOD/MASONRY 0 Z b�0 WALL OR TRUSS, SEE F O PLAN (TRUSS SHOWN) 0 Q a am w 1-1/2"=11-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" �tDlG SANFORD AR1�` #1 _1454 2 — 0 W J ~ ca W � W O wa, ti E Q Z (1) U r m Q V Z U O 0� O J J QRZws8 o�scc _ Z z ❑ 1=-gwZ E z ¢`�zZ F - OU Q w O o3:07: Li. W� w N < Lu - W LL O U w z W O > ~ v W Z W Q = 0 2 — � m W W� - W 00 Z Z Q = 0 _ _ haw O 0 1 000 N ce. 0 Z Zj F— LL i'o= — 2w O N I— G STRUCTURAL ENG: CFG L DRAFTING: '-STRUCT: AML QC CHECK: CC Li JOB No. TM - 2150913 SCALE: AS INDICATED DATE: 08-18-15 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN I SEE ARCHITECTURAL -' PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. ~' e SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND e MASONRY WALL PER ,a PLAN FIN. FLR. 0'-0° r •- 00 GRADE 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: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS TRUSSES TO BE P.T. IF INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM IS PROVIDED (2) 16d NAILS @ 6" O.C.(4) 2x STUDS SEE FRAMING PLAN SCHEDULE; PROVIDE 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2 Y4' 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 fisoTYPICAL TWO STORY COL. @ GIRDERSO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR3/410 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16 O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLANAND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES @ 24' O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ BEARING WALL PER VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM 2x4) TO TRUSS w/ (4) PLATE END TRUSS OR FIELD PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 164 NAILS; BOTTOM FRAME 2x4 KNEE (2) H5 EA. FLOOR WALL, STUDS 16" RIB NAILS; BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE @ RIBBON TO BE PT IF BRG DIRECTLY ON BOTTOM PLATE, SLIT SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO ' SCHEDULE FOR STRAP 1/2" GYP. CLG BD OR � 1/2" GYP. CLG BD OR ` ' (2) ROWS $d NAILS @ � 3 O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER i. 3" O.C. WALL MASONRY WALL PER r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN • �' MASONRY OR MTS12 BLOCKING w/ E L BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T., IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. 1F NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTIONS1 CANTILEVERED FLOOR TRUSS CONNECTION fiSlFLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. 7 IN END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO /QCl1i\ TVMIt'%AI QAI hnKl\/ CDARAIAIr`_ 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDEID z w a w SLOPE / CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" CONNECTIONS SIMPSON MSTAM36 r - z DOUBLE 2x TOP PLATE J DOUBLE 2x TOP PLATE Q Q SOLID SHEATHING @ J � TYPICAL TRUSS TO STRAP W/ (10) 10d TO W 2x BOTTOM PLATE z 2x BOTTOM PLATE 4 HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING r W 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d ZU ~ SEE STANDARD 2-1/4" TITEN SCREWS J ATTACHED PER ATTACHED PER � F-�ww o F�'<4 s x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE m SP6 @ 2x6 STUDS & D NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 - USE SIMPSON NN w Q p J i V) SP8 @ 2x8 STUDS) wI-- LL - STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ " w 0 W ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 T � NAILS. BEND STRAP U.N.O. ON PLAN O (2) 2x SPF TOP PLATE NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS HEADER - SEE 2ND OVER TOP PLATE MIN.U.N.O. W Q ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO m FLOOR PLAN FOR MIN. Z Q 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP HEADER SIZE & REQ'D p o FACE OF JAMB STUDS/ i JAMB STUDS HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR CIF TITENS ARE NOT IN .r HEADER J w ' FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR � ; 0 Cw � EXTERIOR SHEATHING pa� m HEADER SIZE & REQ'D SYSTEM INSTALL INTO FILLED CELL USE (1) SIMPSON LSTA30 O FROM TOP OF WALL 0 0 JAMB STUDS KNEEWALL &PROVIDE SOLID BLOCKING 1/4" X 1 3/4" TITENS) 000 STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL AND WINDOW IS w W � m EXTERIOR SHEATHING UNDER COLUMN U.N.O. " \ - FLOOR TRUSS PER PLAN STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN ?w IF HEADER IS UPSET FROM TOP OF WALL TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID 0 PLATE w/ (2) 10d U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW _ cr AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW > ` SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS HE ER OPENINGS U p LOWER: (1) 2x SILL U OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO I� „«««••«••«�«««�t� AML PLATE w/ (2) 10d LARGER THAN 4 2) 2x SILL PLATE w/ A3 FLOOR TRUSS MASONRY WALL SEE cob W o Z Z CLIPS EACH SIDE w/ 2x+ STUD PACK w/ 10d Z * M r J CRIPPLES @ 6 O.C. TOENAILS. EXT. O: NOTE: ALL FLOOR w/ (2) 10d TOENAILS PLAN FOR MORE INFO k�o , . NAILS @ 8" O.C. THEN T&B (PLYWOOD ««« HEADER OPENINGS '� TRUSSES TO BE P.T. IF O T&B) �% STUDS @ 16" O.C. u- 1111'11 LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION Aso TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/(2) 10d SILL PLATE w/(2) 10d BARRIER (FELT PAPERTOE 3/4"=1'-0" 3/4"=1'-0" NAILS AT EA. END O TOENAILS. OPENING OR SIM) IS PROVIDED U OF SILL (MAX OPEN'G Q LARGER THAN 4FT: (2) O WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW cli U REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR z CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE OI (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A PA� FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE • UNDER WINDOW OF SILL (MAX OPEN' G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 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 2 -STORY WALL FLOOR w/ (14) 10d NAILS ' CALIFORNIA CORNER A -A (2) SIMPSON LSTA18 SINKERS & (14) 1/4" X 2 1/4" TITENS INSTEAD. e • " THAN 4' BUT LESS THAN 6 CENTERED (IF TITENS ARE NOT IN SECTION FOR MORE INFO. (2) SIMPSON META16 STRAPS @ FLOOR W/ (14) 10d LINTEL COURSE OR " 2x TOP &BOT. SIMPSON LSTA30 w/ — FLOOR TRUSS TO _ l NAILS INTO FILLED CELL USE "; RIBBONS, CONT. (11) 10d TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. FOUNDATION PLAN FOR FTG. EXT SHEATHING (3) 2x STUD PACK ATTACH PER NAILING NOTE: ALL FLOOR " \ TRUSSES TO BE P.T. IF INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM IS PROVIDED (2) 16d NAILS @ 6" O.C.(4) 2x STUDS SEE FRAMING PLAN SCHEDULE; PROVIDE 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2 Y4' 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 fisoTYPICAL TWO STORY COL. @ GIRDERSO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR3/410 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16 O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLANAND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES @ 24' O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ BEARING WALL PER VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM 2x4) TO TRUSS w/ (4) PLATE END TRUSS OR FIELD PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 164 NAILS; BOTTOM FRAME 2x4 KNEE (2) H5 EA. FLOOR WALL, STUDS 16" RIB NAILS; BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE @ RIBBON TO BE PT IF BRG DIRECTLY ON BOTTOM PLATE, SLIT SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO ' SCHEDULE FOR STRAP 1/2" GYP. CLG BD OR � 1/2" GYP. CLG BD OR ` ' (2) ROWS $d NAILS @ � 3 O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER i. 3" O.C. WALL MASONRY WALL PER r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN • �' MASONRY OR MTS12 BLOCKING w/ E L BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T., IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. 1F NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTIONS1 CANTILEVERED FLOOR TRUSS CONNECTION fiSlFLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. 7 IN END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO /QCl1i\ TVMIt'%AI QAI hnKl\/ CDARAIAIr`_ 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDEID z w a w SLOPE / CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" SEE FRAMING PLANc Q FOR FLOOR _ '' � m CONNECTION � Z O � l U `./ M U FLOOR GRIDER OR O Z BEAM > 0 a am u.i HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" V1LD SANFORD 6��'AF1TM�� #1 ) w r - z J Q Q 'r J � Cq W z O 4 L ��x w W O uj E r W I"" z( J U o� SIMPSON SP4 w/ (6) 10d 0 ZU ~ u J fA WZWo0 Q =LUL x1-1/2" @ 24" O.C. (USE � F-�ww o z Z Lu F- ZE m SP6 @ 2x6 STUDS & D 0 O 0 CL J . W w � - --- O NN w Q p J i V) SP8 @ 2x8 STUDS) wI-- LL - SEE FRAMING PLANc Q FOR FLOOR _ '' � m CONNECTION � Z O � l U `./ M U FLOOR GRIDER OR O Z BEAM > 0 a am u.i HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" V1LD SANFORD 6��'AF1TM�� #1 ) i z J - SOLID SHEATHING @ o J � Cq W HEADER L ��x w W O uj E r I"" z( J U o� SIMPSON SP4 w/ (6) 10d 0 ZU ~ u J fA WZWo0 Q =LUL x1-1/2" @ 24" O.C. (USE � F-�ww o z Z Lu F- ZE m SP6 @ 2x6 STUDS & D 0 O 0 CL J . W I— L�� ff Z NN w Q p J i V) SP8 @ 2x8 STUDS) wI-- LL N Ln w 0 W (2) 2x SPF TOP PLATE w T � ) U.N.O. ON PLAN O (� Q HEADER - SEE 2ND 0 W Q i m FLOOR PLAN FOR MIN. Z Q HEADER SIZE & REQ'D p o JAMB STUDS j m w .r J w ap Z D 0 Cw pa� m cn — O 0 0 IF HEADER IS UPSET _ LL 000 CID N AND WINDOW IS w W � m 0LuLL LOWER: (1) 2x SILL � v ?w �-°o — 0 PLATE w/ (2) 10d F— _ cr TOENAILS. EXT. HE ER OPENINGS U p LES N 4FT:(1) 2x SILL PLA / 10d U �.,7�� ®sLID D_ (2) TOENAILS. ING •` i°mss I� „«««••«••«�«««�t� AML c�.a LARGER THAN 4 2) 2x SILL PLATE w/ A3 ®« d s N -� U- b`. & % ® Q cob W o Z Z CLIPS EACH SIDE w/ 2x+ Z * M r J CRIPPLES @ 6 O.C. « U O: 08-18-15 w/ (2) 10d TOENAILS i k�o , . Q T&B (PLYWOOD ««« SHEATHING REQ'D '� �� ..••``� O T&B) �% ®� u- 1111'11 U w O U Q O cli U w z OI SEE FRAMING PLANc Q FOR FLOOR _ '' � m CONNECTION � Z O � l U `./ M U FLOOR GRIDER OR O Z BEAM > 0 a am u.i HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" V1LD SANFORD 6��'AF1TM�� #1 ) z J - J � W rn L ��x w W O uj E r I"" z( J U o� ZU ~ h ❑ o OU��Zm� J fA WZWo0 Q =LUL (A � F-�ww o Z Lu F- ZE m O O 0 CL J . W I— L�� ff Z NN w Q p J i V) 0 N > �_ W T � ) e i m J o w .r . w ap Z Cw pa� cn — a,ow 0 0 1 000 CID N � m 0LuLL � v ?w �-°o — 0 I— F— _ cr STRUCTURAL ENG: CFG DRAFTING: -STRUCT: AML QC CHECK: CC JOB No. TM - 2150913 SCALE: AS INDICATED DATE: 08-18-15 SD5 (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"=11-0" \� 1/2"= 1 1-01. ""'^l"" "" OTHERS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER PLAN F NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILIN TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE LCESS (3) SCREWS FOR 24" SIMPSON LUS26. Ulc LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN (DRAWINGS l_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF OPT. TRUSS RECESS LEDGER 16d NAILS)T. USE (4) LEDGER AT GIRDER NOT USED LEDGER @ OPEN TO BELOW 2x BRG WALL W/ CONTINUOUS TO BASE 2x BRG WALL W/ PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D EXTERIOR SHEATHING SIMPSON SP2 @ TOP & (2) 2x4 TOP PLATE SIMPSON SP2 @ TOP &11 W's MIN. SPF #2 @ 16 W m TO BOTTOM OF SILL EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d PLATE ATTACH PER W SP1 @BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @BASE. LSTA18 O.C. MAX (U.N.O.) MORE INFO IF KINGS # OF STUDS TO MATCH ROOF SHEATHING -- ARCHS O.C. - SEE FRAMING (n ATTACH PER NAILING ] Z ISIMPSON H2.5 EA. TRUSS OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE IPRE-ENGINEERED 1 LLI I I PLAN FOR MORE INFO. BOTTOM PLATE BLOCK ADJACENT F - I 1 1 USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF LEDGER W/ (2) Y4'"x3-1/2" I SIMPSON LUS26. USE —� ` LEDGER INTO SDS WOODS CREWS @ 2x4 BLOCKING 1 TRUSS. VERIFY W/ .. MAX.. 16" OC3" TRUSS EXTERIOR SHEATHING ITRUSS SHOP MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL (DRAWINGS �, SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ — 1 MIN. (4) 16d NAILS TO 1�2 � N ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. OPT. TRUSS RECESS TRUSS STRAP STUDS BELOW W/ (9) 10d � V SHEATHING PER PLAN BETWEEN STUDS W/ (2) 12d TOE NAILS — SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS H— w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 ) w 2x STUDS SEE PLAN ; ATTACH PER NAILING EACH END oo CONNECTED w/ MTS12 STUDS ABOVE ARE TO TRUSS BELOW) 3/4 TAPCONS PER J DRAFTING: C 1 SCHEDULE J'--STRUCT: .,._ AML ., _........ _.-._...-- 1 1 TO ALIGN W/ STUDS 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER SCALE: AS INDICATED 1 1 BELOW 1 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 1 1 2x8 #2 SYP P.T. SILL 1 2x BLOCKING W/O 2 12d 1 NAILING SCHEDULE MASONRY WALL AND 1 PLATE w/ 1/2" EPDXY B 1 1 FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL 1 ANCHOR BOLT OR 1 1 1 F3/4" ATTACHED PER (2) 2x4 #2 SYP PLAN 1 1 J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL 1 1 1 NAILING SCHEDULE BLOCKING w/ SIMPSON 1 PLATE 32" EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY (2) 2x4 #2 SYP BLOCKING w/ SIMPSON 1 HUC24-2 EACH END, 1 1 PRE-ENGINEERED 1 E D 1 I FLOOR SYSTEM FROM EA ANCHOR BOLT OR HUC24-2 EACH END, KNEEWALL OR BEAM USE (4) 10d & (2) 10d (2) 2x SPF TOP J -BOLT W/ MIN. 7" 1 PLATES U.N.O. 1 USE (4) 10d & (2) 10d 1 1 1 NAILS. UNDER 1 1 1 1 (2) 2x HEADER SEE PLANrm 1 1 SEE FLOOR PLAN 1 EMBEDMENT @ 32 1 u NAILS. UNDERSEE 1 1 2x STUDS SEE PLAN PLAN WINDOW JAMBS ONLY STUDS ABOVE ARE TO - m ' ALIGN W/ STUDS BELOW SHEATHING TO O.C. & 3 FROM EACH I WINDOW JAMBS USE 90 ,; 1 1 4 OVERLAP BOTTOM END a. ° (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE ' SEE ARCHS FOR PLATE 1 1/4" (MIN.) SEE BEARING SCHED. LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR 1 FURRING AND 1 1 1x PT NAILER AS REQ'D a , TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG CONT. #5 IN TIE BEAM MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER d a OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN , EXT. FINISH PER °. PLAN ON WOOD USE HGA PLAN ARCHS CLIPS @ 24" O.C.) S1 SECTION @RAISED HEEL TRUSS fis'17�SECTION @COMBO TRUSS fiF0 WALL SPLICE DETAILS fiFl SECTION @ OPEN TO ABOVE (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"=11-0" \� 1/2"= 1 1-01. ""'^l"" "" OTHERS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER PLAN F NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILIN TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE LCESS (3) SCREWS FOR 24" SIMPSON LUS26. Ulc LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN (DRAWINGS l_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF OPT. TRUSS RECESS LEDGER 16d NAILS)T. USE (4) LEDGER AT GIRDER NOT USED LEDGER @ OPEN TO BELOW 3/4"=1'-0" 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN 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 SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D EXTERIOR SHEATHING C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE O1/2" FROM TOP OF WALL W m TO BOTTOM OF SILL MORE INFO MAX 5" FROM KING STUD LSTA18 STRAPS ARE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d PLATE ATTACH PER W F SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d NAILING SCHEDULE r, MORE INFO IF KINGS # OF STUDS TO MATCH ROOF SHEATHING -- FLOOR HEADER CONTACT EOR TO PARALLEL TO WALL (n ATTACH PER NAILING ] Z ISIMPSON H2.5 EA. TRUSS I SCHEDULE 1 IPRE-ENGINEERED 1 LLI I I TRUSS PER PLAN BOTTOM PLATE BLOCK ADJACENT F - I 1 1 2x6 #2 SYP CONT. 1 "° ' IRECESS LEDGER W/ (2) Y4'"x3-1/2" I SIMPSON LUS26. USE —� ATTACH PER NAILING BAYS @EACH w LEDGER INTO SDS WOODS CREWS @ LUS26-2 FOR 2PLY 1 TRUSS. VERIFY W/ .. MAX.. 16" OC3" TRUSS ITRUSS SHOP FROM EA. END - USE (3) SCHEDULE DIAGONAL AS SHOWN. 9 (DRAWINGS �, SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ — 1 MIN. (4) 16d NAILS TO 1�2 � N 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MTXUSE O16d NIS) � V D04 LEDGER @ LOW ROOF — 3/4"=1'-0" 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN 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 SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D BOTTOM OF TRUSS/ C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE O1/2" 2x BEARING WALL W m AR'BRACING @ 2 STORY FRAME WALL MORE INFO MAX 5" FROM KING STUD LSTA18 STRAPS ARE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d REQ'D FROM STUDS TO W GIRDER BELOW SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d LLQ r, MORE INFO IF KINGS # OF STUDS TO MATCH TRUSSES ARE FLOOR HEADER CONTACT EOR TO PARALLEL TO WALL (n ROOF SHEATHING ] Z 2nd STORY WALL _j NAILS @ EACH END. Q f- M 1 1 LLI 0 ��NQ 1 BOTTOM PLATE BLOCK ADJACENT F - Q 4 1 1 1 �_ SOLID BLCOKING WITHIN FLOOR SYSTEM ATTACH PER NAILING BAYS @EACH w C W UNDER 2ND SOTRY COLUMN LOCATION. 1 1 1 000 SCHEDULE DIAGONAL AS SHOWN. 9 1 1 1 1�2 � N IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D BOTTOM OF TRUSS/ C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE O1/2" 2x BEARING WALL W WITH ROOF LOAD AR'BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF w SHEATHING TO Z BLOCKS W/ 8d NAILS @ f 611 O.C. N Z W (5) 16d NAILS BRACE Z TO BLOCKING 0 . F- LL PROVIDE 2x4 BRACE Lo O_ 0 TO EACH ADJACENT p m DIAGONAL, FASTEN O O Q TO DIAGONAL W/ (2) U (n Z 16d NAILS O LLI Q Z o Li TRUSSES PER PLAN O.S.B. TO OVERLAP Q J BOTTOM PLATE 1 1/4"❑ 0 (MIN.) WALL BRACING @ 48" of m 2x LEDGER TO UPPER O.C. MAX. 45° FROM 0___ - -- --- - HORIZONTAL (+/- 10°) U_ FLOOR WALL W/ BRACE NOT REQUIRED LU W 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. = WSDS SCREW @ 16" O.C. ~ `,1►11111111100 �r '0 o+LIJ LL. C=p 0 • L' Z L!1R �Z Z W H : 0 (2) 2x SPF TOP U Fes- 4N®® ► IL 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO THREADED ROD SEE BEARING BOTTOM OF TRUSS/ AT OPENING LARGER THAN 4'-2" ATTACH TOP GIRDER SEE PLAN FOR O1/2" WINDOW ATTACHMENT W INFO. IF WALL SHEATHING ISN'T CONT. MORE INFO MAX 5" FROM KING STUD LSTA18 STRAPS ARE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d REQ'D FROM STUDS TO W GIRDER BELOW Z SEE LD02/SD4 FOR IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. MORE INFO IF KINGS # OF STUDS TO MATCH TRUSSES ARE FLOOR HEADER CONTACT EOR TO PARALLEL TO WALL (n ROOF SHEATHING ] Z ATTACHED PER NAILING SCHED., CONT. TO ! NAILING SCHEDULE 1 1 LLI 0 ��NQ 1 . J FOR MORE INFO Z 1 1 1 �_ SOLID BLCOKING WITHIN FLOOR SYSTEM 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF w SHEATHING TO Z BLOCKS W/ 8d NAILS @ f 611 O.C. N Z W (5) 16d NAILS BRACE Z TO BLOCKING 0 . F- LL PROVIDE 2x4 BRACE Lo O_ 0 TO EACH ADJACENT p m DIAGONAL, FASTEN O O Q TO DIAGONAL W/ (2) U (n Z 16d NAILS O LLI Q Z o Li TRUSSES PER PLAN O.S.B. TO OVERLAP Q J BOTTOM PLATE 1 1/4"❑ 0 (MIN.) WALL BRACING @ 48" of m 2x LEDGER TO UPPER O.C. MAX. 45° FROM 0___ - -- --- - HORIZONTAL (+/- 10°) U_ FLOOR WALL W/ BRACE NOT REQUIRED LU W 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. = WSDS SCREW @ 16" O.C. ~ `,1►11111111100 �r '0 o+LIJ LL. C=p 0 • L' Z L!1R �Z Z W H : 0 (2) 2x SPF TOP U Fes- 4N®® ► IL z � PLATES U.N.O. THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP O1/2" SCHEDULE ON FLOOR PLANS FOR W PLATE TO HEADER WITH LSTA12 BENT OVER W z I- .— E MORE INFO MAX 5" FROM KING STUD ui W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d _j Q z�� $ o� W (2) 2x HEADER Z NAILS INTO HEADER IF 2ND FLOOR HEADER SITS OVER IST IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER (n 1 ] Z SEE FLOOR PLAN NAILING SCHED., CONT. TO ! 1 1 1 LLI 0 ��NQ 1 . J FOR MORE INFO Z 1 1 1 �_ SOLID BLCOKING WITHIN FLOOR SYSTEM 1 C W UNDER 2ND SOTRY COLUMN LOCATION. 1 1 1 000 1 1 1 1�2 � N 1 0LuLL � V a0 — ?UJ O 0 H H— ) w 2x STUDS SEE PLAN ; ) IZ oo STUDS ABOVE ARE STRUCTURAL ENG: CFG J DRAFTING: C 1 J'--STRUCT: .,._ AML ., _........ _.-._...-- 1 1 TO ALIGN W/ STUDS 1 i JOB No. 1 SCALE: AS INDICATED 1 1 BELOW 1 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 1 I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 ,FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ' ALIGN W/ STUDS BELOW 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 �,UILDftiC SANFORD G RTM V J � i THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP O1/2" SCHEDULE ON FLOOR PLANS FOR W PLATE TO HEADER WITH LSTA12 BENT OVER W z I- .— E MORE INFO MAX 5" FROM KING STUD ui W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d _j Q z�� $ o� W CHART FOR REQUIRED JACKS / Z NAILS INTO HEADER IF 2ND FLOOR HEADER SITS OVER IST IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER (n BETWEEN FLOORS ] Z REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO ! ZacnZzE BOTTOM OF FLOOR SYSTEM LLI 0 ��NQ FLOOR TRUSS DOES NOT ALIGN DIRECTLY . J ^ VJ Z OIF UNDER 2ND STORY COLUMNS, PROVIDE �_ SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL C W UNDER 2ND SOTRY COLUMN LOCATION. �,UILDftiC SANFORD G RTM ] m V J � i 0 w J h rn W F_ W z I- .— E _ ui _j Q z�� $ o� W Q Z w Z !° J co cn�za8 00 (n ❑h�WLU o ] Z Z ZacnZzE p cri Q °' LLI 0 ��NQ a . J ^ VJ Z 0 H �_ N C W 000 ] 1�2 � N ] m � W o ] J W �. 00 ] Z 0 = � 0. cl) < LL 000 ] t0 � N m 0LuLL � V a0 — ?UJ O 0 H H— ) w ) IZ oo STRUCTURAL ENG: CFG J DRAFTING: C J'--STRUCT: .,._ AML ., _........ _.-._...-- aQC CHECK: CC i JOB No. TM - 2150913 SCALE: AS INDICATED DATE: 08-18-15 SD6 MIN. (3) 2x SYP STUDS REQ'D ( OF LANDING W 16d NAILS FROI 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 HEIGHT OF STAIRS 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-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 (3) 2x12 2x8 A -A PLAN VIEW a@ 90 DEGREE TURN LANDING MASONRY WALL) 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING REQUIRED. SEE PLAN MIN. (3) 2x SYP #2 4'-0" 6" MIN. 10 rf) STUDS REQ'D @ END OF LANDING W/ MIN. 3/4" PLYWOOD OR OSB (6) SEE PLAN FOR DEPTH 16d NAILS FROM OF LANDING SHEATHING OVER STAIR WINDER DETAIL LEDGER TO STUD LANDING ATTACHED PACK I PER GENERAL FLOOR STANDARD (3) 2X12 SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE TOENAILS EACH END IF ATTACHING' MASONRY WAL SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2X t3EAM HLK `1— 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 x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING /— A35 @ EA. STRINGER 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35'11 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=11-01. BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS PENDING LANDING AT LANDING \ (#2 SYP) OF LANDING HEIGHT AND PLAN (3) 2x12 2x8 81-01, 12'-0" LAYOUT. HEADER 2x6 6"-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT EQUALLY (3) 2x12 2x8 WALL COULD BE 11'-0" (2) 2x12 2x6 6"-0" REQUIRED. SEE PLAN 2x12 STRINGERS ONE 4'-0" FOR REQUIRED ON EACH SIDE AND 2x8 8'-0" 10'-0" (2) 2x12 HEADER AND ONE @ MID -SPAN A 2x6 4'-0" n SUPPORT /'1 2x12 9"-01" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" INFORMATION. A34 @ EA. STRINGER 2x8 9'-0" (2) 2x12 2x8 7'-0" 8"-01" (1) 2x12 (1) 2x8 2x6 5'-0" SPACED/CENTERED IN TO LANDING (3) 2x12 2x12 9"4" (2) 2x12 2x8 7"-0'" 2x ATTACHED TO (1) 2x12 (1) 2x8 2x6 5'-0" SINGLE TRUSS PARALLEL TO FLOOR 2x JOIST (P.T. IF STRINGER 2x8 I I I (1) 2x12 (1) 2x8 2x6 ATTACHING TO I I I I (2) 2x12 2x8 MASONRY WALL) CONT (1) 2x12 (1) 2x8 I I I 6'-0" LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" (2) 2X BEAM PER / O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I i I 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 BASE PLATE PER FLOOR PLAN ATTACHED PER PLAN GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=11-01. BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING OF TRUSS (3) 2x12 2x8 81-01, 12'-0" (2) 2x12 2x6 6"-0" (1) 2x12 (1) 2x8 2x6 4'-0" EQUALLY (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6"-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9"-01" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" L -BRACE @ 6'-0" O.C. & (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8"-01" (1) 2x12 (1) 2x8 2x6 5'-0" SPACED/CENTERED IN TRUSS SEE PLAN (3) 2x12 2x12 9"4" (2) 2x12 2x8 7"-0'" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" SINGLE TRUSS PARALLEL TO FLOOR 6'-0" (2) 2x12 2x8 8"-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9"-0" (1) 2x12 (1) 2x8 2x6 6'-0" NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) NOT USED 3X2" SEE ARCH PLAN I I 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 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 FOR VERTICAL 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAIL VERTICAL LOCATIONS). KNEEWALL NOTCH SILL PLATE 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 300 ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE NAILS NAILS 2x4 #2 SPF STUDS @ SEE ARCH PLAN 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE TOENAILS BOTTOM 2x4 #2 SPF STUDS @ XF—M X-MX SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d FLOORING FOR STRAP TOENAILS BOTTOM GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) 2x4 #2 SPF SILL PLATE NOTCH SILL AND I PLYWOOD FLOORING ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. ISE__ TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. &FACE OF TRUSS @ ANY OPENING (NOTCHED @ 2x6 ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Y4" x 3" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS SECTION X -X N.T.S. VERTICAL LOCATIONS). EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 300 ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE NAILS NAILS 2x4 #2 SPF STUDS @ SEE ARCH PLAN 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE TOENAILS BOTTOM 2x4 #2 SPF STUDS @ XF—M X-MX SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d FLOORING FOR STRAP TOENAILS BOTTOM GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) 2x4 #2 SPF SILL PLATE NOTCH SILL AND I ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. ISE__ W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 7771772 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF SEE STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) %4" x 3" L -BRACE @ 6'-0" O.C. & FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING FLOOR BEAM SEE EQUALLY PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/41"=1'-0" N.T.S. 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TO FLOOR SHEATHING U ATTACH 2x4 TO TRUSS U) STRUCTURAL ENG: CFG W/(2) %4"x3" SDS ..._ _. Q DRAFTING: SCREWS EQUALLY SPACED & CENTERED w STRUCT: AML IN TRUSS p 9 QC CHECK: CC LU JOB No. TM - 2150913 = SCALE: AS INDICATED -- - LUNVOInRID ~ DATE: 08-18-15 �6- 1 454 ST1