Loading...
HomeMy WebLinkAbout309 Big Spring Ter 16-1983 (new sfh) (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 150 AMP. SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. LOT 189 - MANCHES GENERAL CON5TRiUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: TP15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. THORNBROOKE 40 S CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD TFR-21 �3R _F1 FV R OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 81023.5. ■ EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. ALL LATH AND LATH TA WITH 112 IN H 11 All NAI S HA IN A 1/1 IN H ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE A? CHEF / C G GE L V G 6 C HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE GARAGE RIGHT PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R, 5TH EDITION (2014) R1031o.5 OR IN ACCORDANCE WITH ASTM C 926. TAYLOR MORRISON STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR S NT J INT REDRAW NOTES 06-I6-16 CREATED LOT SPECIFIC PLAN FOR LOT 159 IN THORNBROOKE 40'5, ELEVATION "B" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: (6) CEILING FAN PRE -WIRE, FRONT DOOR GLA55 I'N5ERT, ADDITIONAL SINK AT BATH 3, CALIFORNIA COUNTERTOP, LANAI, 9 FT. POCKET SLIDER AT FAMILY ROOM, PRE -HUNG DOOR AT MASTER BATH, S FT. INTERIOR DOORS AT FIRST FLOOR, VENT MICROWAVE/ HOOD TO OUTSIDE, R-35 INSULATION AND 15T FLOOR WOOD BALU5TER5 WITH STAINED HANDRAIL, PLAN REVISIONS PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A CO 80L 0 �. EGRE5S: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND DRAWING INDEX ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS 70 PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 81038. COV - GENERAL NOTES, INDEX, SPECIFICATIONS WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 1 -SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A1 MAIN FLOOR PLAN NOTES DWELLING /GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID GORE (S.GJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 2A2 -MAIN F L00 R PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: w 2 B 1 — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. °- M �; ASPHALT 5HINGLE5 (IF APPLICABLE): now 00 I. WIND RESISTANCE OF ASPHALT SHINGLES.- ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 890516 AND R9052b.1. 7-4 t� O 2B2 UPPER FLOOR PLAN DIMENSIONS O �, ® Z l 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 !LI d 3 B 1 — FRONT ELEVATION 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 OR TYPE II, __j .J ASTM p 4869, TYPE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL �"' W 3B2 -SIDE ELEVATIONS 800 F PLAN BUILDING SECTION R90 AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM p 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 3B3 -FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE): ��, ,•o. • y THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR�: •• 3B4 — FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5D IS DETERMINED IN ACCORDANCE WITH o: SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL 51,1RFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH > 0; 4A-MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASA IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS �' •, °•���.` OF RAS 118,119 OR 120. 0 �� 8 ••. . ` 5 0�0 4B - UPPER FLOOR ELECTRICAL PLAN a` GNIMNEY HEIGHT REG2UIREMENT5 (IF APPLICABLE): I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE IN3TALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 -0 HIGHER THAN THE ROOF OR RIDGE THAT 15 10 4" AWAY OR CL05ER TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORD WIT MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.,, TERMITE PROTECTION: " �N) COPY I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501 F TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB G A2 NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO IESMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. ' 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DIS GE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS A REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 0 REVIEWED t'OR CODE COMPLIANCE I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. PLANS EXAMINER 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 DATE (162 mm) DEEP AND 30 INCHES (1(o2 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 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 M A PERMIT ISSUED SHALL BE CONSTRUED TO BE A THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. �/`/ LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SECTIONS M1411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FANS AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE (.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 RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 COMP.A.CTION TEST TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. REQUIRED 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 FEW Results to be Verified MAXIMUM LENGTH OF THE [DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE ° at Slab Inspection MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER n-SANFORD FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER • • IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 21384. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. "AFS ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO # 6 _ 1 9 3 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI5ION5 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. I0-14-2015 • SHEETcov • • • x w w DAVIS BEWS DESIGN GROVP C �0 JO�00 -� EST. 1994 F�— 0 _j co 'A 0U�M Y/ am 0 r - >>JM L ` °ALL p 0 � X10 0 9 0 00 E mroI J 00Cti z VO 2A2 -MAIN F L00 R PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: w 2 B 1 — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. °- M �; ASPHALT 5HINGLE5 (IF APPLICABLE): now 00 I. WIND RESISTANCE OF ASPHALT SHINGLES.- ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 890516 AND R9052b.1. 7-4 t� O 2B2 UPPER FLOOR PLAN DIMENSIONS O �, ® Z l 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 !LI d 3 B 1 — FRONT ELEVATION 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 OR TYPE II, __j .J ASTM p 4869, TYPE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL �"' W 3B2 -SIDE ELEVATIONS 800 F PLAN BUILDING SECTION R90 AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM p 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 3B3 -FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE): ��, ,•o. • y THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR�: •• 3B4 — FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5D IS DETERMINED IN ACCORDANCE WITH o: SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL 51,1RFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH > 0; 4A-MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASA IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS �' •, °•���.` OF RAS 118,119 OR 120. 0 �� 8 ••. . ` 5 0�0 4B - UPPER FLOOR ELECTRICAL PLAN a` GNIMNEY HEIGHT REG2UIREMENT5 (IF APPLICABLE): I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE IN3TALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 -0 HIGHER THAN THE ROOF OR RIDGE THAT 15 10 4" AWAY OR CL05ER TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORD WIT MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.,, TERMITE PROTECTION: " �N) COPY I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501 F TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB G A2 NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO IESMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. ' 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DIS GE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS A REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 0 REVIEWED t'OR CODE COMPLIANCE I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. PLANS EXAMINER 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 DATE (162 mm) DEEP AND 30 INCHES (1(o2 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 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 M A PERMIT ISSUED SHALL BE CONSTRUED TO BE A THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. �/`/ LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SECTIONS M1411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FANS AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE (.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 RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 COMP.A.CTION TEST TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. REQUIRED 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 FEW Results to be Verified MAXIMUM LENGTH OF THE [DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE ° at Slab Inspection MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER n-SANFORD FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER • • IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 21384. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. "AFS ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO # 6 _ 1 9 3 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI5ION5 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. I0-14-2015 • SHEETcov • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAR, FLORMA 39677 513.925.1300 TEL 513.925.1500 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 F�— 2A2 -MAIN F L00 R PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: w 2 B 1 — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. °- M �; ASPHALT 5HINGLE5 (IF APPLICABLE): now 00 I. WIND RESISTANCE OF ASPHALT SHINGLES.- ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 890516 AND R9052b.1. 7-4 t� O 2B2 UPPER FLOOR PLAN DIMENSIONS O �, ® Z l 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 !LI d 3 B 1 — FRONT ELEVATION 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 OR TYPE II, __j .J ASTM p 4869, TYPE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL �"' W 3B2 -SIDE ELEVATIONS 800 F PLAN BUILDING SECTION R90 AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM p 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 3B3 -FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE): ��, ,•o. • y THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR�: •• 3B4 — FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5D IS DETERMINED IN ACCORDANCE WITH o: SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL 51,1RFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH > 0; 4A-MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASA IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS �' •, °•���.` OF RAS 118,119 OR 120. 0 �� 8 ••. . ` 5 0�0 4B - UPPER FLOOR ELECTRICAL PLAN a` GNIMNEY HEIGHT REG2UIREMENT5 (IF APPLICABLE): I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE IN3TALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 -0 HIGHER THAN THE ROOF OR RIDGE THAT 15 10 4" AWAY OR CL05ER TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORD WIT MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.,, TERMITE PROTECTION: " �N) COPY I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501 F TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB G A2 NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO IESMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. ' 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DIS GE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS A REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 0 REVIEWED t'OR CODE COMPLIANCE I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. PLANS EXAMINER 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 DATE (162 mm) DEEP AND 30 INCHES (1(o2 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 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 M A PERMIT ISSUED SHALL BE CONSTRUED TO BE A THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. �/`/ LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SECTIONS M1411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FANS AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE (.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 RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 COMP.A.CTION TEST TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. REQUIRED 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 FEW Results to be Verified MAXIMUM LENGTH OF THE [DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE ° at Slab Inspection MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER n-SANFORD FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER • • IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 21384. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. "AFS ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO # 6 _ 1 9 3 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI5ION5 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. I0-14-2015 • SHEETcov • ELEVATION O 0'-411 f � � M 301.011 al 14'-0" 16'-0" I' 4" 131.411 11 411 x w 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813..925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DEl'- E C LID 00 Uo� C C.C. VERIFY cO 3'41164 A/C 8" 8" ACRYLIC 8" 8" I PAD (SEE MECH. LL ON LANAI OR CONTRACTFOR C.) ELEVATION L — J ( ) 0'-4" r > > J N 16'-211 811 pl_211 ¢1-411 Q11 co 00 a -0 REGE55 FOR POCKET SLIDER co 4" P.V.C. II" E_o � Y0rn 3/411 P.Y.C. 0 CONDENSATION u; O C ZNL7 DRAIN BY PLUMBER N N N I N �, ~~ TILE SEAT ABV. _ — — 8" 5'-4" a = AIR HANDLER REFERENCE 2' 0" LINES FROME LEVATION SHOWER / -1 UPPER FLOOR -�+-('-+)-0'-0'' ECESS — — x ALL GAT — — — — r ---1F--- M IOPT. II OPT. LWA5HER J LDRYER J - — - — — — — — 61-111 411 CO P.Y.G.ZC3 / / �'� `1 J�� LQ M _ SINK i [l � I Q j W/DISI' 2'-1" 18' 9" 4 8 41-611 y al ca gf, PROVIDE WATER Q ° Z-4 LINE FOR ICE MAKER 3/4" RECE55 FOR ENTRY DR. 6? / M cz 50 COAL-'� / ve, W.H. 5'-0" 31.811 8" 21-8" 21.111 2'-91/2" 3'-51/2" 9'-0" 8" PAVERS ELEVATION O 0'-411 z Q = � 0 I I I I I ------------------ I - - - - - - - - - - -------- ------------- e I co I I I I I U� I ELEVATION I (-)01-6" fill _. LEAD WALK qq PAVER DRIVE / 3B2 11.811 1'-011 2'4" 16'-011 21.811 11, 81.811 21' 411 30'-0" HB. TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES C.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * ';�v\ING SANFORD #16-1983 SLAB INTERFACE PLA SCALE: 1/4" = V - GARAGE RIGH JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED • x w 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813..925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DEl'- E C LID 00 Uo� C J LO _j c) I Os M r > > J N GUM 00 a -0 -' C 00 E_o � Y0rn 0 O C ZNL7 JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED N T DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813..925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DEl'- E EST. 1994 N T STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA CO Q I UNDER -STAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG R301 AND TABLE 8301.5 PER F-5-G.R. - 5TH EDITION (2014). * * * * * * SCALE: 1/2" = 14" TEMP. GL. ENCL. ON 42" H. LOW WALL HANSEN BOX e M Q N ci PINEAPPLE GROVE MEDALLIONS OR DECORATIVE APPLIQUE BY BUILDER FLAT HEADER -� AT 84" AFF. A/C PAD (SEE MECH. CONTRACTOR FOR LOC - L__1_ -J 3 - 26 5H. HD. AT 84" T.O.M. * EGRE55 g'-411 T.O.M. 91-411 A.F.F. T.O.M. 9'-4" AFF. DECKING ---L3/4" PLYWD. FLOOR SYSTEM BEAM 36" H. CONTINUOUS 42" H. GRASPABLE LOW WALL RAILING LINE OF 6'-8" MIN. BEAM HEAD CLEARANCE FLOOR 2x TREADS AND POP-UP OUTLETS EST. 1994 F�=- Ix RISERS (TYP- � SYSTEM 11 TREADS AT 10.00" EACH 20" 27" 10.(0(0" G.C. 1" FLOOR WOOD SCALE: 1/4" - 1411 (TYP- CALL—OUTS r ` > j j N 2x STUDS (PER G LL ° 5TD. PLAN) 2x 5TiRINGER5 BASE OCO 26" r r- 36" H. 1/16 0,5 -B - 32 51-1 W \� IRON 1 \ RAILING LINE OF 1 = 39" DOOR IN 13 SN 1/2 33 51-1 23 51-1 33 51-1 FOREGROUND I I OPENING IN TIE FORjRO \ND i I" NOSING 0 (TYP- 14 5N 1/2 34 51-1 24 51-1 / \ 0 / I SCALE: 1/2" = 14" TEMP. GL. ENCL. ON 42" H. LOW WALL HANSEN BOX e M Q N ci PINEAPPLE GROVE MEDALLIONS OR DECORATIVE APPLIQUE BY BUILDER FLAT HEADER -� AT 84" AFF. A/C PAD (SEE MECH. CONTRACTOR FOR LOC - L__1_ -J 3 - 26 5H. HD. AT 84" T.O.M. * EGRE55 g'-411 T.O.M. 91-411 A.F.F. T.O.M. 9'-4" AFF. TYPICAL MASONRY G.C. VERIFY DAVIS BEWS DESIGN GPOVP 2x TREADS AND POP-UP OUTLETS EST. 1994 F�=- Ix RISERS (TYP- * * * * 11 TREADS AT 10.00" EACH 20" 27" STAIR SECTION G.C. 1" FLOOR WOOD SCALE: 1/4" - 1411 BALUSTERS SCALE: 1/2" = 14" TEMP. GL. ENCL. ON 42" H. LOW WALL HANSEN BOX e M Q N ci PINEAPPLE GROVE MEDALLIONS OR DECORATIVE APPLIQUE BY BUILDER FLAT HEADER -� AT 84" AFF. A/C PAD (SEE MECH. CONTRACTOR FOR LOC - L__1_ -J 3 - 26 5H. HD. AT 84" T.O.M. * EGRE55 g'-411 T.O.M. 91-411 A.F.F. T.O.M. 9'-4" AFF. TYPICAL MASONRY G.C. VERIFY DAVIS BEWS DESIGN GPOVP SHIM AS POP-UP OUTLETS EST. 1994 F�=- REQ'D * * * * 20" 27" 11.011 53" 1" CASING CALL—OUTS r ` > j j N 2x STUDS (PER G LL ° 5TD. PLAN) BASE OCO 26" CABINET 1/2 32 5H 1/16 0,5 -B - 32 51-1 W BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" = 14" TEMP. GL. ENCL. ON 42" H. LOW WALL HANSEN BOX e M Q N ci PINEAPPLE GROVE MEDALLIONS OR DECORATIVE APPLIQUE BY BUILDER FLAT HEADER -� AT 84" AFF. A/C PAD (SEE MECH. CONTRACTOR FOR LOC - L__1_ -J 3 - 26 5H. HD. AT 84" T.O.M. * EGRE55 g'-411 T.O.M. 91-411 A.F.F. T.O.M. 9'-4" AFF. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * TYPICAL MASONRY x m w DAVIS BEWS DESIGN GPOVP WINDOW SCHEDULE U) J,0O EST. 1994 F�=- WINDOW WIDTHS 0 JcoN; 20" 27" F 37" 53" V) 2 WINDOW CALL—OUTS r ` > j j N G LL ° 00 2Is-pti OCO 26" 12 5W 1/2 32 5H 22 51-1 32 51-1 W 400 2N2� = 39" 13 SN 1/2 33 51-1 23 51-1 33 51-1 J 0 51" 14 5N 1/2 34 51-1 24 51-1 34 5N 0 0 15 5N 1/2 35 51-1 25 5k 35 SN z 72" 3: 16 5N 1/2 36 5N 26 5N 36 51-1 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, w WINDOW 51X55 AND INSTALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG -5N, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * • JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED x m w DAVIS BEWS DESIGN GPOVP U) J,0O EST. 1994 F�=- 0 JcoN; to OM r ` > j j N G LL ° 00 2Is-pti OCO E6Y0) ca N L J r 0 to �o Nn 400 2N2� • JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED W CL �, V) o 00 � o0 ® Z .o uj U. m1111111 2 0 CID ire ^'' (p• Oe �® 1 Q . v rylo 0 11 W H c c 00 0 '3�\4�INO SANF OR i� HATCHING LEGEND>= �pA�� INSULATE WALL 0 #1 6-1883 TOTAL 50. PT. 2i915.P. I MAIN FLOOR PLAN NOTES - SCALE: GARAGE RIGHT 2138 • TITLE • MAIN FLOOR PLAN NOTES DETAILS • SHEET • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OUXA4A& FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • MEIVVER. EST. 1994 F�=- W CL �, V) o 00 � o0 ® Z .o uj U. m1111111 2 0 CID ire ^'' (p• Oe �® 1 Q . v rylo 0 11 W H c c 00 0 '3�\4�INO SANF OR i� HATCHING LEGEND>= �pA�� INSULATE WALL 0 #1 6-1883 TOTAL 50. PT. 2i915.P. I MAIN FLOOR PLAN NOTES - SCALE: GARAGE RIGHT 2138 • TITLE • MAIN FLOOR PLAN NOTES DETAILS • SHEET • aw/"Ju REFER TO SHEET 2AI 14'-0" X (tl w ce JED L DAVIS BEWS DESIGN GROUP r 0 Jto FOR MAIN FLOOR O JMN0� PLAN NOTE5 'A �I/ .2 coo) am 0 r a� — cA - M 6 L. O0 ro° n v 0-j C0 _or L J �0o(pn 611 all Qll 811 ZN�� LANAI I-----1 �o I 18" 1'-3" 8'-11" 8" 9'-2" M.O. 3'-4" I N.B. I) M FAMILY ROOM MASTER SUITE 15'-2" - v N u, N d- 7,��o-2'-6" T-10" 3'-6" M. BAH F- M .---- 0;. -I N DINING ROOM I _ � I I - I 3'-6" A L --I L ----�— UTIL �^ 11-10" 6' 0" 3' 6" 1Z °' :oDKITCHEN o 6" O PWDR 3'-1" 1'-5•• � N -O O co co I e., I_ 5-0 38 34II i_ I_311 21 I 6 1_ 98 I ENTRY —� �----_-, GARAGE V N �-- — — — — — — — — — — — — ---- ---� REFER TO 5NEET 2AI FOR MAIN FLOOR 1'-8" 1'-0" T-8" I6'-0" M.O. 2'-8" PLAN NOTE5 8'-8" 21'-4" 30'-0" • JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED X (tl w ce JED L DAVIS BEWS DESIGN GROUP r 0 Jto EST. 1994 (f— - O JMN0� 'A �I/ .2 coo) am 0 r 6 ' C.1cq M 6 L. O0 ro° n v 0-j C0 _or L J �0o(pn ZN�� • JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED LH 0. ch ce c~) 00 �• rel co 6 0 0 w c a, LL co 11111111/� ' ow k ch 00 0 VV r a oC 1-1 1 T� 2138 V,vILD/NG SANFORD F'I R1"M�r� #18-'983 MAIN FLOOR PLAN DIMENSIONS 5CALE: 1/4" : I'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN DIMENSIONS ce JED L DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX VVW W.DAVISBEW&COM TAMPA • rDE - VEP EST. 1994 (f— - LH 0. ch ce c~) 00 �• rel co 6 0 0 w c a, LL co 11111111/� ' ow k ch 00 0 VV r a oC 1-1 1 T� 2138 V,vILD/NG SANFORD F'I R1"M�r� #18-'983 MAIN FLOOR PLAN DIMENSIONS 5CALE: 1/4" : I'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN DIMENSIONS 305(0 5H, HD. AT 1'-8" PROVIDE — PAN AND DRAIN UNDER A.N.U. 24" H. A/C f PLATFORM �Q 2-3(05(0 5H, HD. AT 1'-8" * EGRESS 3(05(0 5H, HD. AT 1'-8" * EGRE55 � syy.� 61 Q V � Lu a REFER TO SHEET 2B FOR UPPER FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R31f0 p,:co PER F.B.C.R. - 5TH EDITION (2014),00 o V / c♦o v C) �.. a z � LLI cS CD JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED AD TYPICAL WOOD FRAME x m 111111/ WINDOW SCHEDULE r0 J0 00 WINDOW WIDTHS 0cq 20" 24" 36" 48" OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL Y/ WINDOW CALL -OUTS 2 `. L 6 LL • co 00 '02 (D 20111818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. w pace` 2`c°vCa = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 36" 1830 5H 2030 5H 3030 SH 4030 SH Z 48" 0 1840 5H 2040 5H 3040 SH 4040 SH 'S Z 60" 3: 1850 SH 2050 5H 3050 5H 4050 SH 12" 1860 SN 2060 514 3060 5H 4060 5H 0 G.G. VERIFY MA5ONRY OPENINGS FOR ALL WINDOWS, uj w WINDOW 51XE5 AND INSTALLATION MAY VARY PER MANUFACTURE 5'PECIFICATION5. 0 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -SH, CASEMENT- CSMT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R31f0 p,:co PER F.B.C.R. - 5TH EDITION (2014),00 o V / c♦o v C) �.. a z � LLI cS CD JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED AD x m 111111/ � r0 J0 00 0cq DESIGN GROVP D'M OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL Y/ W W W.DAVISBEWS.COM TAMPA •DENVER. N `. L 6 LL • co 00 '02 co 0-� O Y L42 pace` 2`c°vCa ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R31f0 p,:co PER F.B.C.R. - 5TH EDITION (2014),00 o V / c♦o v C) �.. a z � LLI cS CD JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED ( PM=4 T U55 S R E 1/I6 0.5.8, BEYOND 0 BLOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" = 1'-0" 00 0 >= ol 2138 OANFORD UPPER FLOOR PLAN NOTES SCALE: 1/4 1411 GARAGE RIGHT AD 111111/ � IDAVISBES DILVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. � EST. 1994 ° ( PM=4 T U55 S R E 1/I6 0.5.8, BEYOND 0 BLOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" = 1'-0" 00 0 >= ol 2138 OANFORD UPPER FLOOR PLAN NOTES SCALE: 1/4 1411 GARAGE RIGHT AD 111111/ � 0+� . 1 ( PM=4 T U55 S R E 1/I6 0.5.8, BEYOND 0 BLOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" = 1'-0" 00 0 >= ol 2138 OANFORD UPPER FLOOR PLAN NOTES SCALE: 1/4 1411 GARAGE RIGHT REFER TO 5NEET 2BI FOR UPPER FLOOR PLAN NOTES JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED • x m DAVIS BEWS r 0 J��0 DESIGN GROW 0 -j - OUXAAAK FLORIDA 34677 813.925.1300 TEL. N o��m TAMPA • DENVER. EST. 1994 N >Q -1M 00 a Ugh `oma C0 3�E Y C-4 00ch ZCc, Lov JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED �uiLC),yC SANFORD 1 ,,6 J V UPPER FLOOR PLAN DIMENSIONS- 5CALE: 1/4" : P-0" GARAGE RIGHT • 11TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXAAAK FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 �uiLC),yC SANFORD 1 ,,6 J V UPPER FLOOR PLAN DIMENSIONS- 5CALE: 1/4" : P-0" GARAGE RIGHT • 11TLE • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL 5HOW5 THE TYPICAL THICKNE55 nc 2 OF ALL RAISED TEXTURED FIN15H BANDING w 12 AND SAND FINISHED KEY5TONE5 (WHERE X Ll APPLICABLE) IF THICKNE55 15 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT AP;:rJClr QYN()TP rAl I -nI IT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R1031o.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OYER FRAME APPLICATION TO BE PER F.B.C.R - VH EDITION (2014) R103.6.2 AND A51'M 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 5UI;T-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER FB.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.B.C.R. - 5TH EDITION (2014) 8312.2 PLT. HT. 4" BANDING — I /SHINGLE 12 <-- ROOFQ612G.C. VERIFY Q�0 ALUMINUM OVER 2x6 SU6-FASCIA (TYPICAL) PLT. HT. STUCCO r- STUCCO FIN15H1 FINISH –+ 4" BANDING SHINGLEcO ROOF 6 I� ] 6 r T /SHINGLE SECOND FF. LINE _ I'-0" BANDING moslilimmol SECOND FF. LINE eO T.D.M. TEXTURED FIN15H T.O.M. no -- TEXTURED m FIN15H -- 2x6 SU6-FASCIA (TYPICAL) PLT. HT. STUCCO r- STUCCO FIN15H1 FINISH –+ 4" BANDING SHINGLEcO ROOF 6 I� ] 6 r T /SHINGLE SECOND FF. LINE _ I'-0" BANDING ROOF SECOND FF. LINE eO T.D.M. TEXTURED FIN15H T.O.M. _ -- TEXTURED 2C FIN15H -- M law 0 O BANDING 10" BANDING - o 4" BANDING - 0171 Y cq i 0 I" 8" W. x 3'-4" DECORATIVE FOAM T E 171 El 1:1 El El ❑ APPLIQUE BY BUILDERTEXTURED TEXTURED CO ❑ ❑ ❑ ❑ ❑ ❑ ❑ �, QUIONSITYPJ QUION5 (TYP.) MAIN F.F. LINE _ Ir L JLI Lu[ MAIN F.F. LINE G.G. VERIFY GLA55 © COPYRIGHT 2014, TAYLOR MORRISON 4" BANDING INSERT FOR FRONT GRADE LINE DOOR. (ASSUMED) FRONT ELEVATION SCALE: 1/4" = I'-0" J 9 8 3 ELEVATION "B" GARAGE RIGHT JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED • x N DAVIS BEWS DESIGN GROVP r ori J0 0 TAMPA • DENVER. �— EST. 1994 0 J co m 2C co 0 L �zJM law 0 O MONS 0-j C0 Y cq i 0 00�h z.2CC0 JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED W Cl M cm r ,= Op _ N O erl 2:+ u - m to .�""s. ..+,�A� obi `Wi�•/f��'�I s . 53 y • J Oo / 111 'fit ZIntloo 0 00 0 >m i 2138 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER. �— EST. 1994 W Cl M cm r ,= Op _ N O erl 2:+ u - m to .�""s. ..+,�A� obi `Wi�•/f��'�I s . 53 y • J Oo / 111 'fit ZIntloo 0 00 0 >m i 2138 LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 \4:12U HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN.ACTUAL SOFFIT VENTILATION = 310.4 SQ. IN. 4:12 1 ------------------L-------------------- I I I 1 I � I I � 1 I 1 I I y� `fie 1 I I I UPPER ROOF VENT REQUIREMENTS i 6:12 VENTILATION CALCULATIONS j �— ATTIC AREA =1274 SQ. FT. 1300 = 4.25 SQ. FT. i X 144 = 612 SQ. IN. i � 6:12 HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 n I � I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. ACTUAL SOFFIT VENTILATION =1480.8 SQ. IN. I I I VENT CALCULATIONS BASED ON THE FOLLOWING G.G. VERIFY FOR * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT j i R-38 CEILING INSULATION G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS I 1 I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS i 6:12 OF NET FREE AREA PER VENT. I u,� uj SADDLE PLT. HT. — I 6:12 L -- -- -------- TAMPA • DENVER �0 J��O lt�j- �. 00 o Qro I �g y� I I /SHINGLE SECOND F.F.LINE ROOF - - — - - T.O.M. _ /TEXTURED= 6:1 FIN15H �l °O MAIN F.F. LINE _ _j GRADE LINE J 1I -----------,--- 6:12 L 6:12 I 1 1 FIN15H MATCH D15TANCE AT FRONT I � 1 GARAGE ROOF G.C. VERIFY GLA55 INSERT FOR FRONT DOOR. I VENT REQUIREMENTS o` c 000 VENTILATION CALCULATIONS ro� Z of uj ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. 1 I X 144 =196 SQ. IN. I I `�'�,._ . �'••.•..�a 1 I HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. t 1 I # UPPER 2/3 ROOF VENTS REQUIRED = 1 j HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. ACTUAL SOFFIT VENTILATION = 539.9 SQ. IN. 1'-0" TYP. OVERHANG AA AT HIP (UN.o.) ROOF PLAN 5CALE: 1/8" = 1411 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED 5AND FINISH TEXTURED BANDING NOTE: IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R, - 5TH EDITION (2014) 8103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCNE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE 5ECTION5 OF WINDOWS 5NALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCNE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5rN EDITION (2014) 8312.2 14 GIRDER 6 112 Q6 GIRDER TRU55 TRU55 ROOF TRU55E5 12 12 AT 24" O.C. 6 6� (TYPICAL) m 12 11 11R. 3 E LOFT GIRDER ro -4 /2-5TORY TRU55 ROOF TRU 5E6 n. VOLUME AT 24" D.C. u' D 4 (TYPICAL) -t— FLOOR 5Y5TEM / I� BEAM BEAM KIT. CONC. u FAMILY ROOM LINTEL GARAGE INING 00 PLT. HT. _ _ tea, SHINGLE ROOF 4 2 SECOND F.F. LINE T.O.M. _ g cA o MAIN F.F. LINE SECTION AA. 5CALE: I/8" = 14" 12 12 Q6 6� HINGLE Q /S 6 ROOF 2 ,. PLT. HT. LEFT ELEVATION 5CALE: 1/8" - 1'-0" e uj PLT. HT. — r TEMP. /6TUCCO FIN15H TAMPA • DENVER �0 J��O �. 00 o Qro _j co TEXTURED = FIN15H /SHINGLE SECOND F.F.LINE ROOF - - — - - T.O.M. _ /TEXTURED= TEXTURED FIN15H �l °O MAIN F.F. LINE _ _j GRADE LINE J �>Jm (A55UMED) FIN15H MATCH D15TANCE AT FRONT ooh MAIN FF. LINE — GRADE LINE (A55UMED) TEMP. G.C. VERIFY GLA55 INSERT FOR FRONT DOOR. ,. PLT. HT. LEFT ELEVATION 5CALE: 1/8" - 1'-0" e uj x ro w SECOND FF. LINE 150 STATE STREET EAST OLDSMAR, F10RMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER �0 J��O �. 00 O _j co TEXTURED = FIN15H m ...1 111 .70 co MAIN F.F. LINE _ _j GRADE LINE J �>Jm (A55UMED) 6 12 Q /S 6 HINGLE ROOF PLT. NT. /5TUCCO r F.G. F.G. FINI5N7 412 12 4 SHINGLE 5ECOND F.F. LINE TEMP. ROOF 1.OM. TEXTURED FINISH eo _ _MAIN F.F. LINE REAR ELEVATION 5CALE: 1/8" = I'-0" 5NINGLE 6 1212 ROOF 6 12 � 5NINGLE a6 6 12 ROOF 7 PLT. HT. _ _ _ _ PLT. NT. / _ _ PLT, HT. 5TUCC0 FIN15H � * � STUCCO 5NINGLE o 6 12 61 7 ROOF 5NINGLE � I. a4 _ 12 5ECOND FF. LINE ROOF 81 SECOND F.F. LINE 8 SECOND FF. LINE_ T.O.M. _ T.O M.T.O:M. - -TEXTURED /TEXTURED d MATCH FIN15H @ FIN15H e D16TANCE �l MAIN EF. LINE AT FRONT MAIN FF. LINE MAIN F.F. LINE GRADE LINE (A55UMED) RIGHT ELEVATION 5CALE: 1/8" - I'-0" • uj x ro w 150 STATE STREET EAST OLDSMAR, F10RMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER �0 J��O �. 00 O _j co py ® Z m ...1 111 .70 co _j �>Jm ooh 0 0 c0 C h VV -0n o` c 000 3�E�Y ro� Z of uj r0r0 w 00c�N `�'�,._ . �'••.•..�a ,ems Z cf 4 J08NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED �,0�LDIN0 SANFORD O�pq RTt����� #Y6-1983 ELEVATION "B" • TI TLE • SIDE ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS GARAGE RIGHT 10 ROOF` •� uj I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, F10RMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST. 1994 rr.:--�� �,0�LDIN0 SANFORD O�pq RTt����� #Y6-1983 ELEVATION "B" • TI TLE • SIDE ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS GARAGE RIGHT 10 ROOF` •� uj M 8�9 vl- �. 00 py ® Z ...1 111 _j Z of uj w `�'�,._ . �'••.•..�a ,ems �,0�LDIN0 SANFORD O�pq RTt����� #Y6-1983 ELEVATION "B" • TI TLE • SIDE ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS GARAGE RIGHT 10 ROOF` •� u, BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN OIL BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT' ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALLS HEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS I RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4' 4" BEAD OF ri 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. i LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING kltl�Th' FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST WEATHER RESISTIVE BARRIER P� SILL PLATE 01 (SEE DETAIL B � O 2 FOR OPTIONS) �55� oPll CORNER PATCH 0 FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) , 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 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE i 20" FLOOR TRUSS i i SEE STRUCTURAL FOR CONNECTORS �24" FLOOR TRUSS � SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS -WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. '--2X8 TRIM BOARD \`-STUCCO "J" MOLD X7/16" O.S.B. SHEATHING `-TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. ua mR703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ... o .ac o ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 0 Z ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER ur THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS , u THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND m TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE o��s�11°�dirie EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.���`���,� ;k .. r ct R703.8 FLASHING" APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT TLu 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 ��` 4,••. 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 �J••� SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M 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 V TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT -I 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. THE FOR APPLICATIONSN T 1 E FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR O O 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. ry 00 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. 1�1 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME. OR STUCCO WALLS WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 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. 2138 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. rLD/ 0 SANFORD O�F'AR #16.1983 FLASHING DETAILS N7.5. • JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED x m DAVIS BEWS DESIGN GROUP r 00100 EST. 1994-� 0 co V� 0 LoM 60 L' °pLL p 0 � LD -0 o_ 0 bac �rn cy G -J 00cc�� Z N L d • JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED • TITLE • FLASHING DETAILS 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 EST. 1994-� • TITLE • FLASHING DETAILS 5HEATHING TEXTURE FINI5H COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHE5IVE FLASHING AT LOWER N05E OF M.W.W.5, SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING / :�� / o / v NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW IAiAl i VUMATUlKln SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD O; DHy l O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING �j GALV. MTL. / - L' FLASHING !r 6 Z M DIVERTER FLASHING a s, r DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH �. HOLD EXTERIOR t,n: FINISH 2" ABOVE <` ROOFyr o.v°r uvoi•.�f�e o.. o.•r a �r v v o : o••v v o °. . e.•, e.`4v e: ° e.°v :.°r r•, v. v o.`° o `i �>• e ° v'•v a ev a °v o. °o e.`. o vvv e.'e v.'° o•'° v. •v v.•r a.'v a,•° n •° 1,`Fn or FLASHING CAULKING ;:.; '•>.:,; FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 FLASHING GALV. V FLASHING TYPICAL. ROOFING FELT DRIP EDGE - FASCIA FIGURE 3: CORNER DETAIL WEATHER RESISTIVE x ro w DAVIS BEWS DESIGN GROVP .T AS BARRIER EXTER. WALL FINISH ASPHALT BASED 'IED DOOR ROUGH OPENING WOOD FRAME CONSTR. cz00 SEALANT APPLIED N MIN: 3:12 SLOPE (REQUIRED AT SELF -ADHERED FLASHING mm N r CD 4 © z BEHIND FLASHING >>JM 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN U. L ` ._► AND EXTENDING A Oc ~ o ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP 0 K ' LL MINIMUM OF 6" ABOVE m THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. w= VERTICAL RISE OF UP JAMB 6". USE LIQUID NAIL BRAND =g FLASHING AT KNEEWALL \ OR EQUAL WEATHER PROOF CAULKING 00 L FLASHING CONT. iv SEALANT , SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING ROOF MATERIAL PER SUBFLOOR (SEE DETAIL WP07) ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD O; DHy l O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING �j GALV. MTL. / - L' FLASHING !r 6 Z M DIVERTER FLASHING a s, r DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH �. HOLD EXTERIOR t,n: FINISH 2" ABOVE <` ROOFyr o.v°r uvoi•.�f�e o.. o.•r a �r v v o : o••v v o °. . e.•, e.`4v e: ° e.°v :.°r r•, v. v o.`° o `i �>• e ° v'•v a ev a °v o. °o e.`. o vvv e.'e v.'° o•'° v. •v v.•r a.'v a,•° n •° 1,`Fn or FLASHING CAULKING ;:.; '•>.:,; FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 FLASHING GALV. V FLASHING TYPICAL. ROOFING FELT DRIP EDGE - FASCIA FIGURE 3: CORNER DETAIL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES \ SHINGLE PER CONTRACT stiti q � �Fq ��O✓0tiO SS0, .c TYPICAL ROOF TO foo R< ��'0 2's�°�% o �N°�R`\ \R A �N E°Ge WALL FLASHING DETAIL ��q °ti o,� /S�N00 NGo,5Rse 3R°Go\g s gs� \ S� P 2N° GG 1ST G RAKE METAL z2 29' DRIP EDGE 5 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE 14" CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK, THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. 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 VALLEY CENTERLINE 1" REMOVE J FIGURE 4: VALLEY DETAIL 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/A" CFMFNT PI ASTFR CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST I METAL FLASHING )UBLE JOIST AM BELOW SELF -ADHERED FLASHING......... J SELF -ADHERED FLASHING 3 MIN 1 1 1 1%-f/ \V V I %LLL 1 FLASHING DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER SHEATHING LKEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS —DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL - 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED TEXTURED, PAINTED x ro w DAVIS BEWS DESIGN GROVP .T AS r0 EXTER. WALL FINISH ASPHALT BASED 'IED ROOF CRICKET: 6" X 18" H GALV. cz00 SEALANT APPLIED N MIN: 3:12 SLOPE (REQUIRED AT FLASHING CONT. mm N r CD 4 © z BEHIND FLASHING >>JM ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP U. L ` ._► AND EXTENDING A Oc ~ o LOCATIONS) AT ENTRY ROOF 0 K ' LL MINIMUM OF 6" ABOVE m SHINGLES w= VERTICAL RISE OF =g FLASHING AT KNEEWALL \ 6" X 18" H GALV. 00 L FLASHING CONT. iv SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S 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 44 WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES \ SHINGLE PER CONTRACT stiti q � �Fq ��O✓0tiO SS0, .c TYPICAL ROOF TO foo R< ��'0 2's�°�% o �N°�R`\ \R A �N E°Ge WALL FLASHING DETAIL ��q °ti o,� /S�N00 NGo,5Rse 3R°Go\g s gs� \ S� P 2N° GG 1ST G RAKE METAL z2 29' DRIP EDGE 5 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE 14" CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK, THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. 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 VALLEY CENTERLINE 1" REMOVE J FIGURE 4: VALLEY DETAIL 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/A" CFMFNT PI ASTFR CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST I METAL FLASHING )UBLE JOIST AM BELOW SELF -ADHERED FLASHING......... J SELF -ADHERED FLASHING 3 MIN 1 1 1 1%-f/ \V V I %LLL 1 FLASHING DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER SHEATHING LKEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS —DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL - 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED x ro w DAVIS BEWS DESIGN GROVP r0 EST. 1994 (Fz� Joli)O OJaoil�p� cz00 IIww Y/ ON�� = - mm N r CD 4 © z >>JM LL! U. L ` ._► Oc ~ o c.J 1 O ' LL m tJ*�0 000 �+ z(020 JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED OPTIONAL DETAILNx v • ha�lr .mow WEEP SCREED DETAIL {g+y SCALE: NOT TO SCALE, 0 r A M 1-1 II\In SELF -ADHERED FLASHING OUTSIDE CORNER 00 O WALL PER PLAN ATERIAL PER ONS WITH APPROVED 6" ,AYMENT (REFER TO SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" S AT 24" O.C. PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLA WATERPROOFING METHODS TO BE USED. ROOF, PER PLAN • TITLE • FLASHING DETAILS PLAN VIEW�"`.—."" • • f#1 q - 1'9 83 -ZING DETAILS N.T.S. • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSWdt,FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>E ,- E EST. 1994 (Fz� OPTIONAL DETAILNx v • ha�lr .mow WEEP SCREED DETAIL {g+y SCALE: NOT TO SCALE, 0 r A M 1-1 II\In SELF -ADHERED FLASHING OUTSIDE CORNER 00 O WALL PER PLAN ATERIAL PER ONS WITH APPROVED 6" ,AYMENT (REFER TO SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" S AT 24" O.C. PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLA WATERPROOFING METHODS TO BE USED. ROOF, PER PLAN • TITLE • FLASHING DETAILS PLAN VIEW�"`.—."" • • f#1 q - 1'9 83 -ZING DETAILS N.T.S. • SHEET • W d M cz00 INSTALL BOTTOM EDGE OF = - WEEP SCREED 1" BELOW CD 4 © z FINISH FLOOR LL! ._► c.J ' LL m OPTIONAL DETAILNx v • ha�lr .mow WEEP SCREED DETAIL {g+y SCALE: NOT TO SCALE, 0 r A M 1-1 II\In SELF -ADHERED FLASHING OUTSIDE CORNER 00 O WALL PER PLAN ATERIAL PER ONS WITH APPROVED 6" ,AYMENT (REFER TO SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" S AT 24" O.C. PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLA WATERPROOFING METHODS TO BE USED. ROOF, PER PLAN • TITLE • FLASHING DETAILS PLAN VIEW�"`.—."" • • f#1 q - 1'9 83 -ZING DETAILS N.T.S. • SHEET • I I I L CTfRICAL <E"r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Ow.P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;CJ RECESSED INCANDESCENT LIGHT FIXTURE +c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� c SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) v TELEVISION (OPTIONAL) Qr THER 06TAT �pn ELECTRIC METER JIM ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 1 ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ L v ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUMRS (GF.I) AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLOR$, 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 GFC.i. PROTECTED (GF.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDI% 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, 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COM50 - SQUARED DISC. REFER TO FLOORTYP. 14 AND 12 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL 10 COPPER TO WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD AL50 SERVICE TO BE BONDED To FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. I L — — — A/C DISCONK—\ HORIZ.— MAKE-UP LIGHTS GF.I. FIXTURE 150 AMP. I ELEC. GRI. CLG. OUTLET PANEL FOR G.D. OPENER ---------------------� \ 48 AT IR AT 48" i i IRRIG. COACH COACH LIGHT / LIGHT MICROWAVE OUTLET +14" ELEC. METER W.P. / G.F.I. FOR T.U.G. SERVICE • JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED • • X ca w DAMS BEWS DESIGN GROUP Lo 0 �0 C, lQ EST. 1994 �- O co °�M >'Jro LL 00� -0 0-� c 0 3�E r J * 0 LO l�n CD z 04 • JOB NUMBER 26002.150 • CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED 2138 eui�D�N� • TITLE • SANFORD MAIN FLOOR ELECTRICAL PLAN DETAILS ��'Oq FZTM��� _ MAIN FLOOR ELECTRICAC1 CAU GARAGE RIGHT • SHEET • DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1500 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 �- 2138 eui�D�N� • TITLE • SANFORD MAIN FLOOR ELECTRICAL PLAN DETAILS ��'Oq FZTM��� _ MAIN FLOOR ELECTRICAC1 CAU GARAGE RIGHT • SHEET • ELECTfRICAL KED' 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER K, WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH J-3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN ¢� TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [D PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CAIN MONO. COMBO DETECTOR I -Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT RM ELECTRIC METER -E- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) /> ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRU AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 14" (UNLESS ABY COUNTERTOP) TELEYISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 204120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF.U. 6. IT IS THE RE5PON5151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, F.5.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM$ SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. HORIZ LIKE - G.C. VERIFY LOCATION FOR CEILING FAN PRE -WINS UPPER FLOOR ELECT SANFORD #16_1983 RICAL PLAN GARAGE RIGHT • JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED x m _1 DAVIS BEWS r 0 J DESIGN GROVP C to _j 0) OU MAR, FLORIDA 34677 813.925.1300 TEL 'A d2 N � O�ihm TAMPA • nENVER EST. 1994- �/ L !_>JN OPLL O0 OcT m U V 0~ L 7 Q 0-1 CO 3�E u.Y �rn r j �OCC�h 40JN L ZNG1 • JOB NUMBER 26002.150 CAD FILE NAME LOT 189 ISSUED 06-16-16 REVISED 2138 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • r _1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • nENVER EST. 1994- 2138 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD #5 25" #6 IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, #7 FOUNDATIONS METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ON TRUSS SHOP DRAWINGS & BCSI-B3. MINIMUM BEARING CAPACITY 2000 PSF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). c50 zlNc COATING -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TERMITE TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE). OR OTHER BORATE 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT BYMAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLOORIDA 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE WOOD CONSTRUCTION DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING CAST IN PLACE CONCRETE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. PRESSURE TREATED WOOD. REPAIR NOTES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS PREFABRICATED WOOD TRUSSES REGARDLESS OF SPECIES. U.N.O. ON FRAMING PLANS OR DETAILS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO CONFORMING TO ASTM A-615 GRADE 40. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE „ USE 30 MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING & FIRE SAFETY SYSTEMS ARE THE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE STRUCTURAL PLANS FOR MORE INFO. OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. STAIR CONSTRUCTION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED 7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BY COMPONENTS AND CLADDING METHOD U.N.NO. BY TRUSS ENGINEER OF RECORD 4. METAL STUD SUBSTITUTION WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND EDITION OF ANSI TPI 1. -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER AT EACH END SHALL BE PROVIDED. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ'D BY TRUSS MANU. U.N.O. BE PRESSURE TREATED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF STRUCTURAL STEEL 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN BUT SHALL BE DESIGNED BY 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, 7. MORTAR JOINTS TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE. STEEL: BOLTS AND THREADED RODS TRUSS DESIGN LOADS ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL &MISC. STEEL: U.N.O. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TOP CHORD: Lr = 16 PSF A36 Fy=36 KSI. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, DL = 14 PSF (TRUSS OVERBUILD) IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH BOTTOM CHORD: DL = 5 PSF PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE MINIMUM FLOOR DESIGN LIVE LOADS: CONDITION U.N.O. 3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH A)FLOORS = 40 PSF THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) RM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM CONFORM MONRY WALL CONSTRUCTION AS c) DECKS = 40 PSF AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, D) STAIRS = 40 PSF SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 316" UNO. 2000 PSI (f'm = 1900 PSI) MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 ". B) BALCONIES = 15 PSF INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 GENERAL LOADING: MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE ATTIC WITHOUT STORAGE = 10 PSF 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED „ OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. ATTIC WITH LIMITED STORAGE = 20 PSF BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE 5. VERT. REINF. SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF PROTECTION. COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN THE GUARDRAILS IN -FILL COMPONENTS = 50 PSF 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP & BOTTOM & -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. AT A MAX. SPACING OF 8'-0" U.N.O. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 7. REINFORCING STEEL SHALL BE LAPPED PER TABLE BELOW U.N.O. ON DRAWINGS. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING REBAR SIZE MIN, LAP SPLICE LENGTH #5 25" #6 30" #7 35" -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD 0 ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS 0 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES 0 HIP CORNERS REQ. MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EA. END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN 0 10'-0" MAX AND EQUALLY 8. HOOKS AT THE TOP & BOTTOM OF VERT. REINF. BARS TO BOND COURSE & SPACED FROM END OF TRUSS. X BRACING TO START 20 -0 MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND PLANE PERMANENT BRACING REQUIREMENTS. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" 11. PROVIDE GROUT STOPS BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP MIN PAST BOTTOM CHORD. OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ON TRUSS SHOP DRAWINGS & BCSI-B3. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ("T' BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318 LATEST EDITION 5.11.1 TOENAILS REQ'D. EXT, SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d CONSOLIDATION. NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED 1. OMITTED REBAR REGARDLESS OF SPECIES. U.N.O. ON FRAMING PLANS OR DETAILS DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS SUPPORTS OF A BUILDING OR OTHER STRUCTURE & ARE EXPOSED TO WEATHER FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO & NOT PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. PRESERVATIVE -TREATED WOOD. „ USE 30 MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 5. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY (MOISTURE DIA S BEND). CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING & FIRE SAFETY SYSTEMS ARE THE /CONNECT 2. STRAPS/CONNECTOR SUBSTITUTION STRAPS RESPONSIBILITY OF THE CONTRACTOR & TO BE DESIGNED AND DETAILED BY OTHERS. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER GREATER UPLIFT &LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD 3. STAIR CONSTRUCTION SHOES, TYP U.N.O. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY 7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE BE USED FOR RISERS & TREADS ILO 2x12'S TO STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TYPE OF 4. METAL STUD SUBSTITUTION WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR 5. OMITTED J -BOLT STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO DRILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN EMBED. BE PRESSURE TREATED. -1/2%6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. USED ILO 1/2" J -BOLT. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 10. SEE PLAN FOR STUD PACK & BEAM NAILING PATTERNS 7. MORTAR JOINTS ENGINEERED LUMBER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW: REINF. REQUIRED) COLUMNS s BEAMS STUDS E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in' U.N.O. E = 1,500,000 Ib/int U.N.O. - FOR HEAD JOINTS GREATER THAN 3/ 4" GROUT FILL CELL IN BLOCK AFFECTED ON ' EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. Fb = 2500 Fb = 3000 Fb = 2200 ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS Ft = 1500 Ft = 1700 Ft = 1500 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE Fc II- 3000 SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE Fc3000 Fc 2100 Fc 1 - 900 II II- - Fc 1 900 Fc 1 = 450 EPDXIED INTO TIE BEAM OR FOOTING = 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE Fv = 285 Fv = 285 Fv = 150 (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 9. OVERHANGING CMU WALL CONDITION U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND FILING CONSTRU I N VERTICAL CELLS PER PLAN. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24 O.C. FRAMING U.N.O. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE LIVING SPACE IS ABOVE THE GARAGE. FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND UNDER STAIR PROTECTION VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE RECORD FOR APPLICABLE REPAIRS. & ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE w/ 1/2"(12.7MM) GYP. B.D. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF) AREA (SQ FEET) (+) VALUE DENOTES PRESSURE S4.2 (-) VALUE DENOTES SUCTION AREA LINTEL PLAN SD1 FOUNDATION DETAILS (+)21.2 (+)21.2 10 - 22.9 (-)28.3 GENERAL DETAILS (+)20.2 (+)20.2 20 - 22.0 -)26.4 GENERAL STAIR DETAILS (+)19.0 (+)19.0 50 (-)20.8 (-)23.9 100 Ni 8.0 (+)18.0 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" CREATED ELEV. B W/ OPTIONAL LANAI & + 18.4 + 17.7 - 20.9 - 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 ,51 55 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 3OFT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI CREATED ELEV. C W/ OPTIONAL LANAI w/ 6 1/29/2015 TRUSSWAY TRUSSES PER TB -39 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 w/ BED ROOM PER TB -55 (TL/JV) APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 CREATED ELEV. B W/ OPTIONAL LANAI & 10 6/11/2015 TRUSSWAY TRUSSES PER TB -38 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. LU Q X111111111 Uj `�� �+ .•eoa•s �I� ILLI O .....Y p • •• ♦ OJ CD •, �"+Q U W p" + • Z ROf 0 iCIO U 0 z c 0 M C ) 0 rA - _am W W z o OF 33 Ir, W ��� 0 cz; z a .�iCh _! Z o � 4. tO ..... Z znU)Wf] E OU W� X U Q i� LU zLL.� .� O o W W _ c.5 = m LU W FW- 11 00 LU T - z00 OZ J W OCO M0 , � oc J Z UW W -3 QO= O H H ry CL STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AR QC CHECK: CC w�U��MG JOB No. - TM- 2152539 SANFORC) SCALE: AS INDICATED DATE: 07/01/16 FPA R -983 S1 0 Z O o0 r- >. CO i. O N 30'-0" 2 STORY FOOTING 14'-0" 16'-0" 00 M T SD2 SD2 0" T-10" 2'-8" 16'-0" 2'-8" 10 10 8'-8" 21'-4" 30'-0" FOUNDATION PLAN FOUNDATION NOTES: LU 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR ___._ __.._..._ - _._..-_ EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 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. z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. O 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 V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ��,, U) USE ALTERNATE APPROVED METHOD. LU 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 �y AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Uj INSTRUCTIONS.--------- A4 9. NO WOOD STAKES PERMITTED IN FOUNDATION. v L7 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED LU LU DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO q DETERMINE STEP LOCATIONS IF REQUIRED �p1 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD g� FOOTING STEP DOWN AND CORNER INFORMATION. ``` ��i i%''' 0 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ' `',.i 00 ° �.�'°°+••11'••. b i W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH o .°� to � PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION •° Q4i z Z 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER U 1k O W w» J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS j Qs1 W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THEi 7- . j� e' ..� Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL w® ty •om 1 � Q W CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO °°e°.°se °"e+ oo�'° 0 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ®'� * -CSG^ o m -i SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, �r'rR ``® COMPACTED IN 12 LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). 4 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 U, PSF. O cry 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO • DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE is; { y fl�O co STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND p Y/� N FOOTING SIZES PENDING DEPTH OF STEMWALL ca 0 • z FOOTING SCHEDULE a O c <V 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O � z O a' � 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. p aaw Q 2,5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z Q O Z 36 x36 x12 dp w/ #5's @ 6 I O.C. EA. WAY MIN (6) # 5 E.W. M (D C) P84 �„ Fn 3 r:8 W n, , n 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z W Z � M O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. — 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < U) 0 Z � N� O 4i 0 0 a �Wr 3 O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z Q w j J Z L& W •c tz O 00 W W SYMBOLS LEGEND v ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). ' m • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. W TO TIE BEAM. W Q INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W00 Z(=j~O OZ -i W 2 � O`'�00 O ' �N� 0 LU _j Lad LL >'a0 - O O STRUCTURAL ENG: CFG / BED DRAFTING: 1/4"= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. #16-1983 S2 -STRUCT: AR -------------- QC C 11 HECK: CC JOB No. TM - 2152539 0SANFORD _ SCALE: AS INDICATED - - DATE: 07/01/16 1/4"= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. #16-1983 S2 SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL (1) #5 @TOP, REINFORCING PER BOTTOM & PLAN(TYP). MID -HEIGHT OF COLUMN FZ]a FILLED CELL m PLAN VIEW SECTION VIEW MASONRY COLUMN 1 TIE IN 3/411 " = �'-o -w Q 4 Z a 1yr Z : ��rrrerne����s4� � 0 W M %.:r' ® ' ¢� cm w 00 J O 6 C,W wi k = Z p CD q Qy e J ®eeeeeee eeee ��,°�� Q a f�®i®ri PR rPres►�rrr p L f Z a u') V UJI CO N W =a =g U) Z � U) o a r Ig w E ---� v at ist4 2 FFL IYi < " iS W � LU W 0 cb � m > r LU W UO 0 H 00 W T - Zoo 0z_j AT) LLF W'00 0 0 M 0 , l— OJwW Q0= 0i— IX 0- USANFORD w_DING STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AR QC CHECK: CC JOB No. TM - 2152539 6 - g 3 -- -- - - --- SCALE: AS INDICATED DATE DOWEL PLACEMENT PLAN 07/01/16- 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. its strictly prohibited. 4 Z a 1yr Z : i t__ A� o l> U CD 0 a Z a V UJI W �tS CD W F-ZNM Q .rj�& W =a =g U) Z � U) o a r Ig w E ---� v at ist4 2 FFL IYi < " iS W � LU W 0 cb � m > r LU W UO 0 H 00 W T - Zoo 0z_j AT) LLF W'00 0 0 M 0 , l— OJwW Q0= 0i— IX 0- USANFORD w_DING STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AR QC CHECK: CC JOB No. TM - 2152539 6 - g 3 -- -- - - --- SCALE: AS INDICATED DATE DOWEL PLACEMENT PLAN 07/01/16- 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. its strictly prohibited. °� 1- � 00 � ti� WALL LEGEND W 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. ------ -- A LU O �s s Lu rn U O+ ®+�% +• W 0 . U V 40 N J Z 2 co * D w i*41 T— 0 A LU �s s Lu rn O+ ®+�% +• W 0 . V 40 N J Z co * D w i*41 T— • .. C) C) J w• 4••w W a •a,• ,►� Z Q �AIIaIPII� 0o LL FIRST F FRAMING P 1/4"=11-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. F v c� C ill Q f N r.� a 6 C+�C. — p Q=U a Q m a Z C� v o wr- ob WW� n Vf M O �- ��m v z z (0 Zm WWs F... o Q F5 I _ Zoe LL LLO "U LU m W W Ur— Ce C Hoo � Cl) r. ZV0 0Z—J cn 00 0 C-5 0 ' 0JZ W >-130 O--- la—�F- STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AR �0LDINO QC CHECK: CC JOB No. TM - 2152539 SANFORD Al SCALE AS INDICATED p�F'ARI�DATE: 07/01/16 9..83 S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM OE SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" LVL COLUMN, BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. OT BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN OZ BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 11160 plf MID -SPAN 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. 1/2" THREADED ROD @ 48" O.C. 1160 plf 'rd. PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS 3 TO BEAM: SIMP. HUC410 w/(18)16d & BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN E] 7 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ON MASONRY: SIMP. META16 BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 3140 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN FRAME TO CMU BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1/2" THREADED ROD @ 48" O.C. 1160 plf Ird. PT. BW12 12" SYP ADJUST AS REQ'D TO MISS STUDS 11 3 FRAME TO CMU 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. Y2" 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 w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT 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 O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN OE (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 <a>(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST OM 6x6 SYP #2 POST ON 8x8 SYP #2 POST OP 3-1/2"x3-1/2" LVL COLUMN, OQ 3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. OV 5-1/4"x7" LVL COLUMN. OX 7"x7" LVL COLUMN. OY 3 1/2" X 11 7/8" LVL CCLUMN OZ 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ VL COLUMNS LUMNS IN EXTERIOR CONDITION SHOULD BE P.T. L 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 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 31' 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24' H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Z (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x23' TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (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 FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 F6] H2.5A w/(1 0)8d FRAME TO FRAME 535 600 E] 7 MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: SIMP. META16 El MGT w/(22)10d 8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d El HTT4 w/(18)16d x 22' NAILS & $' EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 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 833pif 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 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. LTT20B w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVUPL COLUMCM FTG. OR 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS HTT4 w/(18) 16d x 22' NAILS w/a' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12 SD SCREWS INSTEAD PF NAILS 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 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/z" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TM - 2152539 • ��j Irs p8 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 ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Z 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"x23' 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'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) TM - 2152539 • ��j Irs p8 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) Z 16d NAILS H2x10 2)2x10 #2 SYP w/2` FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Z 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED, CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. ORAS 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 WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 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" 1N FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU, DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. w ir%Tr-n. 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. SANFORD p16 -198A. �. NOTES & CONNECTOR LEGEND 1/4"= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. TF r1 0 a" W 0 W ry p s it � ���`j�COm �►r►►1i�61►t` ` ILL O ° ppyy COr M c� O o r o oO' conz O z C� U U)3 8 Lu �F^ uJ �Z0 ZZ z 8r-rsgi O (1''� U Qisil�g us � � z o W10O 2Z m W W 0 w CD 11 WDO zoo Oz_j LLi 00 0 O O t � IDC N Im O Z� ~ LU a LL 3 QO= O w CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AR QC CHECK: W M TM - 2152539 • ��j Irs p8 u,j 00 07/01/16 Z L1J QD = Q U Z °•p�• �� Q p s it � ���`j�COm �►r►►1i�61►t` ` ILL O ° ppyy COr M c� O o r o oO' conz O z C� U U)3 8 Lu �F^ uJ �Z0 ZZ z 8r-rsgi O (1''� U Qisil�g us � � z o W10O 2Z m W W 0 w CD 11 WDO zoo Oz_j LLi 00 0 O O t � IDC N Im O Z� ~ LU a LL 3 QO= O w CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AR QC CHECK: CC JOB No. TM - 2152539 SCALE: AS INDICATED DATE: 07/01/16 S4.1 J07 J08 J09 3 A R09 R10 R11 R12 R13 R13 R13 R13 R13 R13 R12 R11 R10 R�14 ❑3 R15 R15 R16 R17 R21 J14 ADD STRAPS TO EA. SIDE r o 0) o 0 0 0 0 0 /OFWALLeso 0 rn ao 0 0 0 0 0 v Ln LO LO y� OQ oti J07 J08 A 3 J09 J08 J07 r�p"q2 WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. _.. ... ..... .... ......... EXTERIOR FRAME WALL z SCHEDULE ° (TAYLOR MORRISON) A F- WALLS WITH PLASTER OR STUCCO FINISHES p'n WALL HEIGHT STUD &SPECIES SPACING SPACING C) INTERIOR ZONE END ZONE � c`�' W 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.G. MAX 0 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 0 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #142 16 O.G. MAX 1 12" O.C. MAX a 0 EXTERIOR FRAME WALL NOTES W 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 0-,2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESSAy•s••. •'••®��;. & NAILING PATTERN. •• LLi 00 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE o 4w Z NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OFU ®` _ SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN CONTACT EOR FOR + �•' a • .� LLI Q REVIEW OF EXTERIOR STUDS'��••,,,,•,•.• !`,�,, Z 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS m 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B C �*0 ppyy C co o • o - Z M? c 0 o, v C) o a am Z (� 3 rZ c W &'n 5501'ez i'� 0S w Z ,) 85501'eZ z 01=10�� � J N i co 0 ZQ4��;.i E Ov w6wjX W LL Z 6§ �W° W U) m W W W F- v) u W 000 Zoo OZ A U OMp I— OwZ W >a0 p FO - STRUCTURAL ENG: CFG / BED _...__....._.-------- ----- ..- ....... - .... DRAFTING: STRUCT: AR QC CHECK: CC ILDINO JOB No. TM - 2152539 ROOF Fa�D SCALE: AS INDICATED DATE: 07/01/16 1/4"=1 1-011 oR,\\\ I NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND016 - 1 983 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. an FAA ice► [SIR] � v Ln LO LO y� OQ oti J07 J08 A 3 J09 J08 J07 r�p"q2 WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. _.. ... ..... .... ......... EXTERIOR FRAME WALL z SCHEDULE ° (TAYLOR MORRISON) A F- WALLS WITH PLASTER OR STUCCO FINISHES p'n WALL HEIGHT STUD &SPECIES SPACING SPACING C) INTERIOR ZONE END ZONE � c`�' W 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.G. MAX 0 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 0 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #142 16 O.G. MAX 1 12" O.C. MAX a 0 EXTERIOR FRAME WALL NOTES W 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 0-,2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESSAy•s••. •'••®��;. & NAILING PATTERN. •• LLi 00 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE o 4w Z NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OFU ®` _ SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN CONTACT EOR FOR + �•' a • .� LLI Q REVIEW OF EXTERIOR STUDS'��••,,,,•,•.• !`,�,, Z 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS m 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B C �*0 ppyy C co o • o - Z M? c 0 o, v C) o a am Z (� 3 rZ c W &'n 5501'ez i'� 0S w Z ,) 85501'eZ z 01=10�� � J N i co 0 ZQ4��;.i E Ov w6wjX W LL Z 6§ �W° W U) m W W W F- v) u W 000 Zoo OZ A U OMp I— OwZ W >a0 p FO - STRUCTURAL ENG: CFG / BED _...__....._.-------- ----- ..- ....... - .... DRAFTING: STRUCT: AR QC CHECK: CC ILDINO JOB No. TM - 2152539 ROOF Fa�D SCALE: AS INDICATED DATE: 07/01/16 1/4"=1 1-011 oR,\\\ I NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND016 - 1 983 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. CONTRACTOR TO — VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") 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) SIDE VERTICALS '. A, d ° 11 � e IJ ° 1 4 e ° ROUGH OPENING PER PLAN I` ` A' ° r° SEE PLAN FOR TOP OF WALL AND LINTEL INFO .j. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9 d . NO -SHEAR WALL AT OPENING 11D" A4 TYPI AL SHEAR WALL SEGMENT "D" #3 4 41/4 da 4 21/4 41/4 91/4 d� e #4 �°• 5 5/8 91/2 -I n ° 121/2 a 14 31/8 7 �° I. 25 I..; ` ° °e #6 33/4 - 14 30 1 WINDOW BY BUILDER 181/2 36 � SEE FOUNDATION 9 13/16 16 1/2 SEE WF01/SD3 FOR MORE INFO 51/4 913/16 213/4 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D d.. ON EITHER SIDE U.N.O. 4 a °e I 4 (2) 2X8 WOOD HEADER �.. ' '' ' : • TURNED SIDEWAYS. d ° 11 � e IJ ° 1 4 e ° ROUGH OPENING PER PLAN I` ` A' ° TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" r° SEE PLAN FOR TOP OF WALL AND LINTEL INFO .j. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9 d . NO -SHEAR WALL AT OPENING 11D" A4 TYPI AL SHEAR WALL SEGMENT "D" #3 4 41/4 7 4 21/4 41/4 91/4 d� e #4 d 5 5/8 91/2 -I V 55/8 121/2 a #5 31/8 7 11 3/4 25 33/4 ` TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" a •° SEE PLAN FOR TOP OF WALL AND LINTEL INFO .j. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9 d . NO -SHEAR WALL AT OPENING 11D" A4 TYPI AL SHEAR WALL SEGMENT "D" #3 17/8 41/4 7 TRANSOM OPENING 21/4 41/4 91/4 a #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) a •° SEE PLAN FOR TOP OF WALL AND LINTEL INFO .j. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9 d "All "B" VIC11 11D" LINTEL PER PLAN "B" ..C„ "D" #3 17/8 41/4 7 TRANSOM OPENING 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 11 3/4 25 33/4 ` 151/2 FRAME INFILL AROUI* #6 33/4 - 14 30 41/2 WINDOW BY BUILDER 181/2 36 � SEE FOUNDATION 9 13/16 16 1/2 SEE WF01/SD3 FOR MORE INFO 51/4 913/16 213/4 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER �.. ' '' ' : • TURNED SIDEWAYS. FIRST PLY 2X8 TO °';• .;': r MASONRY WALL W/ DOOR OPENING ' : - SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 1 O 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" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) a •° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9 d "All "B" VIC11 11D" "A" "B" ..C„ "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 11 3/4 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 U m U L #3=2Y2' #4=2Y2' #5=2%" #6 = 3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8 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 Ii'f:31M11- it TL111WIX01 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 w STANDARD LINTELsSTANDARD LINTEL NOTES o ,LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 81732-1 B / 8F32 -OB V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. -- - - - -- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 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 4'-6" 710 1423 / 1105 4360/1631 6036 / 2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3686 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 0 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS p-, 8'4" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. N 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 I o 10'-0" 292 567/454 1366 / 1277 2423/1770 4006/22 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY R U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. cz Q 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL x 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 c SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS _- A 18'-0" 0 211/0 750/0 1177/0 1676/0 c 18,-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSI. W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL �ae``��111l1161i/I�e'> LL! Cl) 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE w�r� �.� •* •• �� �i,.d d 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. .:""'���•°'• ••"•. °°: U.i 00 3'-0" 1230/1230 2769/2769 4085/4085 O �•' •® s a � 6 3'-4" 1081 / 920 2769 / 1716 4085 / 2839 LINTEL DESIGNATION SCHEDULE 4'-4" 846/833 2121/1716 3127/2839 o ¢ 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / 2 ,Z t-^. W ¢ MARK U= UNFILLED R= RECESSED &` o k �`w e Z D 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ a. 1"0, •..••••,• pro'` �Q 8'4" 415/235 1152/1152 1694/1552 O 8RF6-1B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY �i* � 8F8-1 B/1T 0 otwr>I�rr®e� 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP LL 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH U O TYPE DESIGNATION 13-4" O 8RF14-OB/1T ; Cyep "o lit�7 I C) F 81716-013/1T 1-1/2" CLEAR � �,� o F_• ,ry �- Oc 8F20-1 B/1 T °p _ #5 REBAR AT TOP MIN. (1) REQ'D c� a O io O" 8F20-OB/1T U �- 0 ¢ z C.M.U. • 0 8RF22-1B/1T ° GROUT,,G" ai 16'-0" "' z #5 REBAR AT BOTTOM OF LINTEL aw Cs U O 81724-1B/1T CAVITY O 8RF22-0B/1T BOTTOM REINFORCING PROVIDED o 0 r Q 7-5/8" ACTUAL IN LINTEL (VARIES) z O 8F24-OB/1T 8" NOMINAL WIDTH 0cc a, a N 8RF30-1B/1T FILLED PO - 1-1/2" CLEAR $1732 1 B/1 T O 8RF30-0B/1T Q e. 0_ #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -OB/1T O (D U ¢ z C.M.U. o 3 S d 0 8F38-1B/1T 00 W0)� LO z c v�donn m O 8F12-1 BMT QZtoFD r' r — L'], BOTTOM REINFORCING PROVIDED Z U O 81740 -0B/1T O m 7-5/8" ACTUAL IN LINTEL (VARIES) ^ to � O 8NOMINAL WIDTH L.L = N E g? " g w 8178 -OB/1T Q � O UNFILLEDJ z ziEa95va W0 a�WEEE SAFE LOAD TABLE NOTES i- ¢ X6� a ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J F- 1. LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. i P: 2. 0 = NOT RATED. I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W= 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY m CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF ' SUPPORT. W 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. J 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. W a �.--. 00 � 1 � W � (1 z o 0Z a W 00 M0 O 0 , LINTEL PLAN - 1/811=11 -011 p J Z W LU W >-aa0 T 0 ~ ~ W CL STRUCTURAL ENG: CFG / BED DRAFTING -STRUCT: AR QC CHECK: CC .._.._ _.........._ ............... ._.._.._.. _ _......_...._._ ..:...._.......... .... w1LD/NG, JOB No. TM- 2152539 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK S,ANFORO SCALE: AS INDICATED DATE: 07/01/16 4D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" 5 #16 1.983 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. a •° d d ° 9 d O a 41 a a: e ° ad U m U L #3=2Y2' #4=2Y2' #5=2%" #6 = 3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8 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 Ii'f:31M11- it TL111WIX01 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 w STANDARD LINTELsSTANDARD LINTEL NOTES o ,LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 81732-1 B / 8F32 -OB V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. -- - - - -- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 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 4'-6" 710 1423 / 1105 4360/1631 6036 / 2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3686 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 0 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS p-, 8'4" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. N 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 I o 10'-0" 292 567/454 1366 / 1277 2423/1770 4006/22 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY R U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. cz Q 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL x 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 c SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS _- A 18'-0" 0 211/0 750/0 1177/0 1676/0 c 18,-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSI. W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL �ae``��111l1161i/I�e'> LL! Cl) 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE w�r� �.� •* •• �� �i,.d d 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. .:""'���•°'• ••"•. °°: U.i 00 3'-0" 1230/1230 2769/2769 4085/4085 O �•' •® s a � 6 3'-4" 1081 / 920 2769 / 1716 4085 / 2839 LINTEL DESIGNATION SCHEDULE 4'-4" 846/833 2121/1716 3127/2839 o ¢ 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / 2 ,Z t-^. W ¢ MARK U= UNFILLED R= RECESSED &` o k �`w e Z D 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ a. 1"0, •..••••,• pro'` �Q 8'4" 415/235 1152/1152 1694/1552 O 8RF6-1B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY �i* � 8F8-1 B/1T 0 otwr>I�rr®e� 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP LL 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH U O TYPE DESIGNATION 13-4" O 8RF14-OB/1T ; Cyep "o lit�7 I C) F 81716-013/1T 1-1/2" CLEAR � �,� o F_• ,ry �- Oc 8F20-1 B/1 T °p _ #5 REBAR AT TOP MIN. (1) REQ'D c� a O io O" 8F20-OB/1T U �- 0 ¢ z C.M.U. • 0 8RF22-1B/1T ° GROUT,,G" ai 16'-0" "' z #5 REBAR AT BOTTOM OF LINTEL aw Cs U O 81724-1B/1T CAVITY O 8RF22-0B/1T BOTTOM REINFORCING PROVIDED o 0 r Q 7-5/8" ACTUAL IN LINTEL (VARIES) z O 8F24-OB/1T 8" NOMINAL WIDTH 0cc a, a N 8RF30-1B/1T FILLED PO - 1-1/2" CLEAR $1732 1 B/1 T O 8RF30-0B/1T Q e. 0_ #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -OB/1T O (D U ¢ z C.M.U. o 3 S d 0 8F38-1B/1T 00 W0)� LO z c v�donn m O 8F12-1 BMT QZtoFD r' r — L'], BOTTOM REINFORCING PROVIDED Z U O 81740 -0B/1T O m 7-5/8" ACTUAL IN LINTEL (VARIES) ^ to � O 8NOMINAL WIDTH L.L = N E g? " g w 8178 -OB/1T Q � O UNFILLEDJ z ziEa95va W0 a�WEEE SAFE LOAD TABLE NOTES i- ¢ X6� a ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J F- 1. LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. i P: 2. 0 = NOT RATED. I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W= 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY m CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF ' SUPPORT. W 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. J 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. W a �.--. 00 � 1 � W � (1 z o 0Z a W 00 M0 O 0 , LINTEL PLAN - 1/811=11 -011 p J Z W LU W >-aa0 T 0 ~ ~ W CL STRUCTURAL ENG: CFG / BED DRAFTING -STRUCT: AR QC CHECK: CC .._.._ _.........._ ............... ._.._.._.. _ _......_...._._ ..:...._.......... .... w1LD/NG, JOB No. TM- 2152539 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK S,ANFORO SCALE: AS INDICATED DATE: 07/01/16 4D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" 5 #16 1.983 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. (1) #5 FROM FTG. TO - - (1) #5 FROM FTG. TO —` TIE BEAM SPLICE TO I'� TIE BEAM SPLICE TO BE MIN. 25" GROUT O (n z i w BE MIN. 25" GROUT CELL SOLID CELL SOLID MASONRY WALL CONNECTION MASONRY WALL SEE PLANSEE A.r. PLAN CONCRETE SLAB PER j 0 CONCRETE SLAB PER Uj FOUNDATION PLAN FOUNDATION PLAN VARIES . . 4° A SEE PLAN 1" q' 1 °. a d1 w Co a g AI '.a °. eeI'd' 00 GRADE HOLD BRIG WALL BACK 'dn °q .I'd 60 o_ a ° [4GRADE O (n z i w FOR SIZE AND BASE 2x BRIG WALL PER 1/2" J -BOLT W/ MIN. 6" Z CONNECTION I W z W' IM O i0 I e._ 4 _ O j 0 00 PAST DEEPEST STEP _I M CONT. #5 BARSCLEAN 2 #5 BARS CONT. I WALL SCHEDULE W/ 3" COVER TYP. CLEAN COMPACTED R W/ 3" COVER TYP. I FILL @ 95% STANDARD FILL @ 95% STANDARD CHAIR BLOCKS. DENSITY 114" DENSITY ?111 °. V-4" Ilk ENTIRE BASE TO BE WHERE 2ND STORY OCCURS, FTG MASONRY WALL WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS CORNER FO TYPICAL EXTERIOR FOOTING gio TYPICAL GARAGE CURB FOOTING SEE ELEVATION OPT. MASONRY CURB @ ELEV. Y-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY II BUILDER CONC. SLAB PER 8"x12" THICKENED AlflAl_RFORINf: CI DR RTFP 11C1V1/N I/MFfld\ flnl IRI F RTE P FOOTING I/MFfl.�il BEARING SI AR ST FP DOWN VERIFY FOOTING AT INTERIOR BEARING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" Z1 CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8„ FOUNDATION PLAN w/ 3" COVER TYP. LU CL GRADE °- a ' a w LU _71117111 _ e ° °• 1=1 11-I 11-I I I -I e °• .a . d• Vi _ _ = o - b a.. . d •. .� W 4. °a, v4 d'a. IIIi III- III -II —III—II °d ° =1 I III II =III III -III III - II- q = 1- I° ° . .. -811 11 41, 1-1 'IIIi III=III=1 -8 I d .'. A %• ° ° — _ I=I I (=III—I I=� I i 1 UJI w e. -- .r .� n, n — I I I I-1 I ,I ( I I I I w e �� ��, 4 �O -IIIIIII II W ° .. — _ _=III=I I _ (2) #5 CONT. w/ 3" '4 I, 1'-4" 0 (2) #5 CONT. w/ 3'� I MIN. — I :COVER TYP. (2) #5 BARS CONT. M COVER TYP. I 1 1 --•II W/ 3" COVER TYP. I—III--III—III—I (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE AF`09� TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" IF BRIG. WALL ABOVE- FILLED CELL PER PLAN WOOD POST PER PLAN HOLD BRIG WALL BACK c 2x BRIG WALL PER FOR SIZE AND BASE 2x BRIG WALL PER 1/2" J -BOLT W/ MIN. 6" CONNECTION SO GYP FINISH IS 4„ PLAN AND BEARING STEEL AT 2 STORY LOCATIONS PLAN AND BEARING - PAST DEEPEST STEP o FLUSH w/ FOUNDATION WALL SCHEDULE TOP COURSE TO BE WALL SCHEDULE GARAGE REQ'D CHAIR BLOCKS. 2 ; �- BELOW °. ENTIRE BASE TO BE MASONRY WALL MIN 4" TOP VIEW CORNER CO SEE ELEVATION CONC. SLAB PER (1) #5 CS'� ••• •,"••��j,. '` %a" '�i� CMU BASE w/ (1) #5 � I o' ' CONC. SLAB PER FOUNDATION PLAN / GARAGE WALL BEYOND VERTICAL @ EACH CORNER. SEE FLR. d .. - FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4„ SLOPE ^PER FOUNDATION PLAN TIE BEAM MIN. 25" ►A1111�111 DRIVEWAY BY SEE FOUNDATION FOR FOUNDATION PLAN MFG 4„ _ CONC. SLAB PER PAD SIZE 4 'A CONCRETE SLAB PER OR PAVERS ° A I n d I e REINFORCEMENT SEE I. a e ;. a w FOUNDATION PLAN CONC. SLAB OR LL a d FOUNDATION PLAN w S Z PAVERS PER PLAN de.: 4 C ° .r.I: ae 2x PT SILL PLATE 2x P.T. SILL PLATE I. da Uja :r j 1 FILL @ 95% STANDARD ° s d 4 B' ''AA 1 LL4: DENSITY I d w a L • 3" COVER TYP. 8 x 8 THICKENED CLEAN COMPACTED a�< N 01 EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD .4 = a =nT v a. r : 4 e e. q. Ii. o R THICKENED EDGE @ GARAGE DOOR d dI CONC. SLAB PER w1—L IF 1.d - d' 1 .,1 " — b• .. d" ` ° ° a — — I I I EE .q. • .. ,. = l'' d.., d d . — _ III—I I 1-1 I (+— :.'.• < 4'•..e .. ,',•e v� . -III—III—) I .. '+ —III III I I I— III—III 11 III—III a W1 min 46 iiiiiiiiiiiit -7 1— I-01 I 111f I } �' °; o I III 1 I I I I I 1' Pol (2) #5 BARS CONT.. 16" — III III = 1 it 8" 8„ CLEAN COMPACTED w O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BAR:i CONT. w/ 3" CLEAN COMPACTED FILL 95% STANDARD @ U COVER TYP.; AT 8 8 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 31. M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE AlflAl_RFORINf: CI DR RTFP 11C1V1/N I/MFfld\ flnl IRI F RTE P FOOTING I/MFfl.�il BEARING SI AR ST FP DOWN VERIFY FOOTING AT INTERIOR BEARING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" Z1 CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8„ FOUNDATION PLAN w/ 3" COVER TYP. LU CL GRADE °- a ' a w LU _71117111 _ e ° °• 1=1 11-I 11-I I I -I e °• .a . d• Vi _ _ = o - b a.. . d •. .� W 4. °a, v4 d'a. IIIi III- III -II —III—II °d ° =1 I III II =III III -III III - II- q = 1- I° ° . .. -811 11 41, 1-1 'IIIi III=III=1 -8 I d .'. A %• ° ° — _ I=I I (=III—I I=� I i 1 UJI w e. -- .r .� n, n — I I I I-1 I ,I ( I I I I w e �� ��, 4 �O -IIIIIII II W ° .. — _ _=III=I I _ (2) #5 CONT. w/ 3" '4 I, 1'-4" 0 (2) #5 CONT. w/ 3'� I MIN. — I :COVER TYP. (2) #5 BARS CONT. M COVER TYP. I 1 1 --•II W/ 3" COVER TYP. I—III--III—III—I (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE AF`09� TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN c Q- •'�, "• J FOR SIZE AND BASE VERIFY W/ DETAILS FOR REQ'D CONNECTION 4„ Z STEEL AT 2 STORY LOCATIONS - w o : U o ,� IL Y oLU TOP COURSE TO BE GARAGE CHAIR BLOCKS. 2 ; �- °. ENTIRE BASE TO BE MASONRY WALL FILLED SOLID TOP VIEW CORNER CO SEE ELEVATION I CS'� ••• •,"••��j,. '` %a" '�i� CMU BASE w/ (1) #5 � I o' ' CONC. SLAB PER FOUNDATION PLAN / GARAGE WALL BEYOND VERTICAL @ EACH CORNER. SEE FLR. d .. - f PLAN FOR BASE SIZE °. °' d d a. e SLOPE ^PER FOUNDATION PLAN TIE BEAM MIN. 25" ►A1111�111 DRIVEWAY BY SEE FOUNDATION FOR MFG 4„ _ BUILDER- CONCRETE PAD SIZE 4 'A OR PAVERS ° A I n d I e REINFORCEMENT SEE I. a e ;. a SOLID PER PLANS FOUNDATION PLAN CONC. SLAB OR LL a d A. . 'ae ' PAVERS PER PLAN de.: 4 C ° .r.I: ae FOR QUANTITY I. I 1 _ 1-a--- CLEAN COMPACTED :r II II #5 25 25 CORNER 1 FILL @ 95% STANDARD ° s d 4 B' ''AA 1 •,,'//^^ DENSITY I d w a L • 3" COVER TYP. 8 x 8 THICKENED CLEAN COMPACTED a�< N 01 EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD .4 = a =nT v _—_— 1 DENSITY Ii. o R THICKENED EDGE @ GARAGE DOOR ARIIFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-011 NOT USED 3/4"=1'-0" 3/4"=1'-0" W 3/4"=1'-011 3/4"=1'-0" M `r%e1ilu►►a®rs es�ui M I ••• ®• �I/ W 0 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" SLOPE W/ 3 COVER TYP.; @ V-4"V. a2-STORY CONDITION (H E PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" �; M,', U OR GRADE 1/4" PER WIDE FOOTING It CLEAN COMPACTED •'�} FOOT AWAY FROM ° rr� BUILDING FILL @ 95 /o STANDARD DENSITY ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" » z CC? O LLJ 0` �1 Z z J O U) a .. F- O 1 Q U Q 'I 1 - LU o z ~ z 0 W O LU c5 U) m LU W LU OC TOP (2) #5 x 4'-0" W r CENTERED AT PIPE PVC OR SCH40 SLEEVE Z O PENETRATION O Z J Cous Q 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE_ CONC. SLAB PER oo O FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I — 1 FINISH FLOOR FINISH FLOOR -I oo � = 1 — .d a 4. J Z N PENETRATING _ _� I- V O W • . FPIPE PENETRATING PIPE = I III—III= _ - >- Q *-GRADE a • - I 1 SEE FDI. _ 1 — Q O _ d +y d LOOP TIE (TYP.) ( A 4 ad -I I PLAN FOR I- Q 4 • :+ d•,.•+ 1—_= 1 = d o ° — = 1 — SIZE &REINF. _— I =I =�_ �– •' = 1 PIPE PERPENDICULAR TO FND -, --_—_ --- M -` . �- TOP (2) #5 x 4'-0" M 1 PVC SLEEVE MIN. - 1 1 _ FOOTING PER PLAN - z `�•. I — —CENTERED AT STRUCTURAL ENG: CFG / BED DIAMETER TO BE 2 III=1 I I—III-I= I = = 1= I=1 I �! PENETRATION PIPE PVC OR SCH40 SLEEVE PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I i— I 11-1 I—� I I -I CRAFTING: THAN THE FILL @ 95 /o STANDARD -I I—I a 4 b _ — PENETRATING PIPE (SIDE VIEW) DENSITY SEFORSIZE N I=I -STRUCT: A QC CHECK: CC PVC SLEEVENo. JOB _ 1 ING -- TM - 2152539 ( FRONT VIEW) =I =I I --- -- SAt4FOfzD SCALE: AS INDICATED PIPE VERTICAL THRU FDN�� I=� 4DATE: _ ;1 I a°OFPAR 07/01/16 I-1 h=1 NOT USED FOUNDATION PENETRATIONS I I=1 I 6 9 8 3 3/4"=1'-0" PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. c Q- •'�, "• J o VERIFY W/ DETAILS FOR REQ'D _ ®r C L = Z STEEL AT 2 STORY LOCATIONS w o : U o ,� IL Y oLU 2 ; �- °. MASONRY WALL �C.• Z qr I ° e.. �'° d CO SEE PLAN I CS'� ••• •,"••��j,. '` %a" '�i� O � I o' ' CONC. SLAB PER (1) #5 FROM FTG. TO *•®• � `�`� pip da d SLOPE ^PER FOUNDATION PLAN TIE BEAM MIN. 25" ►A1111�111 1e #5 CONT. MFG SPLICE GROUT CELL ° A I n d I e REINFORCEMENT SEE ".°. SOLID PER PLANS FOUNDATION PLAN ' ° .r.I: ae FOR QUANTITY I. 0 d °' .e. 7% ��'�' ? a. �.� �. �' '� II II #5 25 25 CORNER THRESHOLD PER MFG < 6' d •A A ve •,,'//^^ . a ° ,° .. • �' x x BAR, ONE FOR EA. w ° 4 — _ e . d' d ° _ r -o , n °.� N n HORIZONTAL v _—_— 1 v Ii. o ° d ja d REBAR, TYP. U.N.O. CONC. SLAB PER w1—L - " ° °, ° n ° '°I o FOUNDATION PLAN-^,. a µ a W1 min 46 iiiiiiiiiiiit -7 1 y.•./ I 1 I I= 1 i �' °; o ,�.W :... (2) #5 BARS CONT.. =III=III=III TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" SLOPE W/ 3 COVER TYP.; @ V-4"V. a2-STORY CONDITION (H E PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" �; M,', U OR GRADE 1/4" PER WIDE FOOTING It CLEAN COMPACTED •'�} FOOT AWAY FROM ° rr� BUILDING FILL @ 95 /o STANDARD DENSITY ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" » z CC? O LLJ 0` �1 Z z J O U) a .. F- O 1 Q U Q 'I 1 - LU o z ~ z 0 W O LU c5 U) m LU W LU OC TOP (2) #5 x 4'-0" W r CENTERED AT PIPE PVC OR SCH40 SLEEVE Z O PENETRATION O Z J Cous Q 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE_ CONC. SLAB PER oo O FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I — 1 FINISH FLOOR FINISH FLOOR -I oo � = 1 — .d a 4. J Z N PENETRATING _ _� I- V O W • . FPIPE PENETRATING PIPE = I III—III= _ - >- Q *-GRADE a • - I 1 SEE FDI. _ 1 — Q O _ d +y d LOOP TIE (TYP.) ( A 4 ad -I I PLAN FOR I- Q 4 • :+ d•,.•+ 1—_= 1 = d o ° — = 1 — SIZE &REINF. _— I =I =�_ �– •' = 1 PIPE PERPENDICULAR TO FND -, --_—_ --- M -` . �- TOP (2) #5 x 4'-0" M 1 PVC SLEEVE MIN. - 1 1 _ FOOTING PER PLAN - z `�•. I — —CENTERED AT STRUCTURAL ENG: CFG / BED DIAMETER TO BE 2 III=1 I I—III-I= I = = 1= I=1 I �! PENETRATION PIPE PVC OR SCH40 SLEEVE PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I i— I 11-1 I—� I I -I CRAFTING: THAN THE FILL @ 95 /o STANDARD -I I—I a 4 b _ — PENETRATING PIPE (SIDE VIEW) DENSITY SEFORSIZE N I=I -STRUCT: A QC CHECK: CC PVC SLEEVENo. JOB _ 1 ING -- TM - 2152539 ( FRONT VIEW) =I =I I --- -- SAt4FOfzD SCALE: AS INDICATED PIPE VERTICAL THRU FDN�� I=� 4DATE: _ ;1 I a°OFPAR 07/01/16 I-1 h=1 NOT USED FOUNDATION PENETRATIONS I I=1 I 6 9 8 3 3/4"=1'-0" PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. u PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL _... BE GROUT FILLED w w FRAMING INF( 3/8" DIA. ANCHOR Q U.N.O. U) z �. ,.. (1) #5 VERTICAL IN f SHEATHING ON BOTH SCHEDULE. ON GROUT FILLED CELL (IF 716" OSB W/ (2) 8d INDICATED ON GARAGE WALL REQ'D PER PLAN) f FROM END OF WALL TO BOTTOM OF MASONRY WAL c WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE NOTE: SEE MD08 ON WALL SCHEDI (5) 3/8" DIA, J -BOLT W/ 'V/ 6d NAILS @ 16" O.C. LINTEL PLAN FOR ADDIT'L REBAR INFO DETAIL (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS M BASE PLATE SIDE OF DOOR. 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 1 /2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING \ AROUND CURVE. MIN. 2 TAPCON ANCHORS 2x BUCK PER MD04 THIS SHEET TA. ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" ADO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR Q CENTERED STRUCTURALSTRUCTURAL z THREADED RO PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. ON REQUIRED WH 716" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE V J WALL SCHEDI (5) 3/8" DIA, J -BOLT W/ 'V/ 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, SPECS REST EQ. SPACED „ < _24 O.C.) PT BASE PLAT D0 BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=V-01. a LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU __-- HEADER (SEE PLAP 7/16" O.S.B. EA. SIDI ARCH PER ELEV2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR P,DDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BILK. MAX. 6" FROM TOP & BOTTOM OR 4' x 4 TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL I�— (2) 2x TOP PLATE (2) 2x PLATE —� !x4 SPF CONT. I MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/16" (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ O.C. W/ Q ILOCKING ATTACH TO STRUCTURALSTRUCTURAL z FOR BEAM SIZE 0 SHEATHING ON BOTH SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF THIS CASE. SIDES FROM TOP OF JAILS WALL TO BOTTOM OF U I BUILDER FRAME WALL TO BOTTOM OF /16 OSB EACH SIDE, BEAM. ATTACHED PER V J RADIUS AS REQ'D BEAM. ATTACHED PER 'V/ 6d NAILS @ 16" O.C. NAILING SCHEDULE (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS NAILING SCHEDULE '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED 04 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 COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES KNEEWALL AT UPSET BEAM 3/4"=1'-0" 12 SEE PLANF _ --------- A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" BLOCKING UNDER A/C SUPPORTS PRE -CAST LINTEL PER LLI PLAN I— (2) 2x PT BUCKS w/ 1/2 O.S.B. BETWEEN IF DBL. NAILER 1S USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: o7 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, Q FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x i U BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK V J LLI 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME D (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) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS < SHEATHING PER PLAN STRUCTURAL�� •b�• ��®,,•� Y 0 0 TYP. TRUSS TO FRAME SHEATHING * ° •.° _ Z CONNECTION PER TYP. TRUSS TO FRAME x ; Z STD. CONNECTOR CONNECTION PER W _ NOTES STD. CONNECTOR c \Oe w Q FRAME OUT TO BLOCK NOTES '� Q., * ��` Q EDGE AS REQ'D FRAME OUT TO BLOCK ""�,*�r . �,°•° ���� , >- O EDGE i,���,��r P�O�m U_ lil (2) 2x TOP PLATE 1/2 x 8 ANCHOR BOLT EN HD @ 32" (2) 2x #2 SYP SEE PLAN OR TIT (2) 2x #2 SYP SEE PLAN OC & E FROM EACH FOR BEAM SIZE (ONLY .. FOR BEAM SIZE IF OPENING PROVIDED 4.t END I PER PLAN) O it m MIN. 2x4 SPF #2 KNEE U& o 2x PT BOTTOM WALL w/ STUDS @ 16" z PLATE O.C. w/ STRUCTURAL ci SHEATHING FROM O PRECAST LINTEL OR TOP OF WALL TO BOTTOM OF WALL. * - KNOCK OUT COURSE ' ATTACHED PER (3 NAILING SCHEDULE OTHERWISE SP2 CLIPS �+ MASONRY WALL AT TOP AND SP1 CLIPS o �7 BUILDER FRAME RADIUS AS REQ'D 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 a:. AT BASE ARE REQ'D o7 Q a am KNEEWALL OVER MASONRY WALL V J 3/4"=1'-0" Z (90 o < F 3F8* x F_W r , 1 1 L. OLS <j � ) z PRE-ENG.TRUSS PER J Z p v PLAN, 24" O.C. MAX 7� ROOFING MATERIALO =�� PER ARCHS W Z ---- SEE FRAMING PLAN FOR CONNECTION v J �_ W z O 5` INFO r n SEE ELEVATION I— W W �„J q. TOP OF MASONRY SEE ARCH PLANS FOR C.0_r Cn OVERHANG INFO 01 RE. ELEV. m FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. J LL1 GROUT SOLID O 3/4"=1'-0" 3/4"=1'-0.. EL W 00 11 O 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. IP CHIMNEY CAP O LBE FLUE / WINDOW PER > � LU � LSTA18 32 CLEAR BETWEEN O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN F TOP OF CHIMNEY MIN. & FRAME Z U 0 ROOF SHEATHING FOR STRAP 0 Z 2'-0" ABOVE A POINT J O CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING A Vi Q C NEAREST ROOFLU PRECAST CONC. OR EXT. SHEATHING 1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END POWERS STEEL SILL 00 0 '� � (1) SPH4 EVERY ATTACHED PER OD TO TOP CHORDS OF TRUSSES BELOW WHEN D J f i OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS 0 r 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE 2 N � BELOW AND CONNECT w/ HTS20 @ 32" O.C. \ m 2x4 VERTICAL @ 24" 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN J W/ GALVANIZED �. 0 W Z E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d J O 1, FLASHING V NAILS TO BOTTOM + • W i' 0 O CHORD & (3) 10d NAILS + �I'° Q = F 2x PLATES OVER ROOF DECK PER VALLEY H A K TO TOP CHORD; NOTE . F MAIN FLOOR 0 � O FRAMING DETAIL O ELEV 0' B IF WALL HEIGHT IS — (4) 16d COMMONS -0" G DOUBLE TOP PLATE BETWEEN 4FT & 8FT, + NAILED @ EACH END %, USE 2x6 SYP #2 STUDS ++ CONC. SLAB - SEE FOUNDATION VERT REINF. BEYOND � ' =1 — —_— STRUCTURAL ENG CFG /BED SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO III=III= I I_ DRAFTING: O RAFTER ,y, ��� + 16d COMMONS END ,' + NAILED TO VERTICAL I=� 2x4 BLOCKING W/ (2) + I I= MASONRY WALL PER-STRUCT: AIR COMMON TRUSS PER PLAN OR CONV. FRAMING w/ *R E 16d COMMONS END 2x4's I I- PLAN /QC CHECK CC NAILED TO VERTICAL v\�D1/� JO STRUCTURAL SHEATHING PER PLAN AND ROOF a C FINISH PER ARCHSFIN � '` 2x4's + + SEE FOUNDATION JOB No. - TRUSS PER PLAN TM - 2152539 --_.__...... G + + DETAILS FOR FTG INFO SANFORD - CURVED ROOF TRUSSES PER PLAN OR CURVED SCALE. AS INDICA_TED �. DATE --.. --..__..._. F�. /16 K RAFTERS w! (2) LAYERS 3/4" CDX SHEATHING # � 6 - � 9 $ � o ar���`��� NAILED @ 6 O.C. STAGGERED 07/01 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso) TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE " 3/4=1'-0 " 3/4 " =1'-0" q, D 9 1/4"=11-011TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. SIMPSON FI DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO �— BRACE TO PLATE TRUSS BOT. CHORD WHERE O.H. IS > 1'-0", DROP NO BRACE REQUIRED 4'-8" < H:6 7"-0" 3 1/4" HOLD 1/2" J -BOLTS w/ W (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" SIMPSON HGA10 @ 48" WASHERS (MIN. 7" r STRONGBACK W/ (2) 2x4 BRACE GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d EMBED) MIN. 6" FROM I— 10d COMMON NAILS @ O C EACH END AND 32" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. MAX.ATTACHMENT Q (2) 16d TOE NAILS _ SIMPSON H2.5(TYP.) NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Z _ zo @ EACH END -' U_ GABLE END TRUSS TO BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ONNECT TO DROP GABLE WITH w EA.DIAG. AS SHOWN. SHEATHING PER PLAN GABLE END W/ 16d �I SHEATHING NOT REQ'D SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) \H2.5CLIP. MAX 2'-0" O.H. EXTERIOR SHEATHING. FASTEN ROOF O FRAMING FOR FALSE L I ATTACH PER PLAN TO BE CONT. @THE a = HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) o- FROM TOP OF WALL SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. 10d NAILS @ EA. TRUSS w TO BOTTOM TRANSITION FROM BRACE w v7 BLOCKS w/8d NAILS SEE ELEV. FOR 2x4 STUDS @ 24" O.C. w/ 2x8 #2 SPF STUDS AT WALL TO GABLE #5 CONT. SINGLE BASE & TOP 16" O.C. @ 6" O.C. O.H. SIZE — PLATE w/ PLYWOOD FALSE BM PER PLAN 2x8 #2 SYP PT. BASE TRUSS MASONRY WALL OR \ IF REQ'D CONT. 2x4 MSTAM-24 TYP. EA. WHERE O.H. IS > V-0", CLEAR SPAN CONNECTION ANCHOR BOLT OR TITEN HD @ 32" O.C. & DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE CENTERED BETWEEN DROP END GABLE w/ FRAME WALL DETAIL WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ 48" O.C. TO 3RD OUTLOOKERS @ 24" Z FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO SHEATHING PER PLAN. \ \ STRONGBACK, SEE CHART 1 ST COMMON TRUSS WITH (3) 12d TOENAILS. (5) 16d NAILS BRACE \ CONNECT TO DROP TO BLOCKING \ (+) GABLE WITH H2.5 CLIP. EXT. SHEATHING; \ SEE CHARTCING MAX 2'-0" O.H. V SIMPSON H10A ATTACH PER PLAN DIAGONAL TO TOP PROVIDE 2x4 BRACE W PLATE TO EA. ADJ. DIAG. STRONGBACK IF REQ'D —CONT. 2x4 FASTEN TO DIAG. w/(2) PER CHART FRAME WALL CONNECTION 16d NAILS. 2x4'5 @ 24" O.C. GABLE BRACING @ 48" = (5) 16d NAILS BRACE TO BLOCKING GABLE END O.C. NOT REG'D 6' AF /� PROVIDE 2x4 BRACE SHEATHING FASTEN q FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN 8 > 45° SHEATHING FASTEN PER PLAN. FASTEN TO DIAG.w/(2) 16d NAILS. SPLICE AS REQ'D im rm W CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE h CMU WALL PER PLAN — GABLE END @ VAULTED CEILING 3/4"=V-011 FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART �— BRACE TO PLATE TRUSS BOT. CHORD UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7"-0" 3 1/4" HOLD 1/2" J -BOLTS w/ 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN x REQ'D, SEE CHART CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 10d COMMON NAILS @ END NAILS @ EA. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w OUTLOOKER MAX.ATTACHMENT w/ (3) 10d (2) 16d TOE NAILS _ SIMPSON H2.5(TYP.) TOENAILS EA. END BRACE TO LEDGER PROVIDE 16d NAILS Z _ zo @ EACH END -' U_ GABLE END TRUSS TO Q c 2x TOP PLATE TO 2x4 LEDGER W/ (2) 10d w PLT.@12" O.C. MAX. = v e4 GABLE END W/ 16d �I HEADER PER PLAN IF o m NAILS @ 6" O.C. i- EXTERIOR SHEATHING. REQ'D. MIN 1 JACK & O O FRAMING FOR FALSE L I ATTACH PER PLAN CMU WALL OR LINTEL a = HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) o- FROM TOP OF WALL BELOW 10d NAILS @ EA. TRUSS w TO BOTTOM STUDS TYP. BASE BRACE w v7 CONNECTION TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 2x8 #2 SPF STUDS AT SHEATHING PER PLAN #5 CONT. SINGLE BASE & TOP 16" O.C. 1/2" x 8" J -BOLT @ 32" PLATE w/ PLYWOOD FALSE BM PER PLAN 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END w/ NUT & WASHER MASONRY WALL OR SHEATHING COVERING IF REQ'D PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE h CMU WALL PER PLAN — GABLE END @ VAULTED CEILING 3/4"=V-011 FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7"-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. EACH END.AT 24" O.C. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF TRUSS PER PLAN x REQ'D, SEE CHART 2x FASCIA w (2) 16d A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ END NAILS @ EA. 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1 (2)16d NAILS PLT TO NAILS, TOENAILED STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB HEADER PER PLAN IF EXTERIOR SHEATHING. REQ'D. MIN 1 JACK & O TRUSS PER PLAN Z ATTACH PER PLAN (1) KING STUD w/ SIMPS. o- FROM TOP OF WALL LSTA18 HEADER TO w TO BOTTOM STUDS TYP. BASE w v7 CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS MASONRY WALL OR 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END w/ NUT & WASHER MASONRY WALL OR INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN <" °" IN CMU. OR SIMPSON .. ANCHOR BOLT OR TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 6" FROM EACH END CENTERED BETWEEN FRAME WALL DETAIL WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING �-- 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ I RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — — — — — CHORD OF EACH TRUSS BELOW FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN llPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE TRUSS PER PLAN — I I— TRUSS PER PLAN DTC I INTO1LS TO BLOCKING, (2 I 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d MY W END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING PLAN LINTEL PER PLAN ---"` OVER THE TOP OF THE BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 'ON H10A DIAG. F= TO BLOCKING A fill// d d Ld 00 Pig 6 GABLE BRACING @ 48" PROVIDE 2x BLOCKING+ psi '•� �=-a _ U FOR NAILING �- , ©, D O.C. MAX. 45 FROM #: . .- 4 HORIZONTAL (+ W /- 10°)fes'„ f, � BRACE NOT REQUIRED Z 6' FROM EAVES. TRUSS PER PLAN ''•so* �p" O 64 SEE PLAN FOR `�,��®� * PR® e� �`° m LL SUPPORT AND TIE dip 10®e� DOWN OF JACK NSA PROVIDE BLOCKING TRUSSES TR 0 BETWEEN USS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN, CONNECTION DETAIL (FRAME WALL SHOWN; *4 1y FOR REQ'D MAY ALSO BE0 CONNECTIONS MASONRY) z,- o ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** �- O IN j o ,; con ,0 z 0 Q Q i GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=11_011 (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. J Ca V w �5 a r: 8 * OUTLOOKER OR CONV. FRAME OR o < W Sim HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER o 2 SEE HEADER CANTILEVER FPLAN °� SCHEDULE & NOTES W 0< � FOR ADDT'L INFO. Q Z lid SIMPSON LSTA12 OR SP4 CONNECTORS @ v 24 o.c. IF HEADER WITH � � GABLE TRUSS p UPLIFT SPAN 4'-6" OR Z MORE. EXT. SHEATHING; O ATTACH PER NAILING U 2x DOWNFRAME TO SCHED. 9a W DOOR AS REQ'D (2) 16d NAILS TO EA. J 7 Z COMMON TRUSS L' t ' O W ® F— SIMPSON META16 @ O LJJ �✓ 32" O.C. GABLE TRUSSWz MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT _ EA. SIDE OF HEADER WOOD WALL TRUSS _ (CENTERED Win TOP LOCATIONS USEUPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN m ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY W rGEO GABLE END AT VALLEY FRAMING W 3/4"=1'-0" O �W.. C1 11 HEADER STUDS PER o 00 HEADER SCHEDULE W U.N.O. ON PLANS ZO �z_j LLF ATTACH JAMB STUDS Y PER WF08/SD4O CO O 1 a N - � �JZ V O yj [] LL W-� Q0= P.T BASE PLATE Q F- NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER STRUCTURAL ENG: CFG /BED PER HEADER SCHED. THEN --- - ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT: AR STUDS REQ'D. QC CHECK CC JOB No. TM - 2152539 - _.. SANFORD SCALE: AS INDICATED Qc�pA R DATE 07/01/16 # 1 6 - 1 9 85 �.._/ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 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.0 TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS Miy ATTACH 2x STUDS TO - DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP _T1_ — -71— FIII OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL 2x DBL TOP PLATE TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO I I II IIII II II II o 0 0 3/8" SHEATHING PER PLAN CONDITIONS TOP PLATE W/ (4) 16d oa SCHEDULE BEYOND 2 INSTALLED VERTICALLY. 2x4 BLOCKING PLACED NAILS ((2) ON EA. SIDE) NAIL SHEATHING AT FRAME WALL BOTTOM PLATE a0 `� FLATWISE (2) 16d 2x8 STUDS PER —G TYP. AT ALL EXTERIOR _ U_ 2x BOTTOM PLATE NAILS EACH END SHEATHING SPLICE DETAIL CUT TO FIT CONDITION FRAMING PLAN CONDITIONS AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING (1) ROW OF 8d COMMON NAILS@3"O.C. ,- oI A -NAIL SPACING O.C. OV S,C SIMPSON H3 CLIP OV SC ----- ----- ------ — — --T Ir— II 6 I I II II II TOP SPLICE ---�`J BOTTOM SPLICE OVER O NAIL AT NAILS @ TOP OPLATE USING (2) ROWS OF 8d COMMON INTO TRUSS & (3) 12d EACH VERTICAL STUD ROOF SHEATHING, �+<FR�AeTo II DOUBLE 2x8 TOP W w O PLATE WF 0 TYPICAL TOP PLATE SPLICE @ BRG. WALL 1/2" A 1/2 DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP _T1_ — -71— FIII 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 2x DBL TOP PLATE i TOP PLATE TRANSITION 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 0 2 1/2" Z z o w W 1 1/2" w N N_lo_ N - N N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE Z U C') Q NAIL BOTTOM PLATE z I I a TO CORNER STUD a00 PACK w/ (4) 10d NAILS can 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 C Of 77 p EDGE DISTANCE PER VtAIL 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 III TYP. III I I I I I I _j p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 10d NAILS AROUND 2x STUDS BEYOND, a O TOP & BOTTOM @ 4" O.C. III III II II I I � SHEATHING SPLICE, III OPENING III II I I II SEE PLAN FOR MORE O Q O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO z O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLANT72x FASCIA PER PLAN 2x FASCIA IIIT _T1_ — -71— FIII I I I I I w = U) IIII CMU WALL PER PLAN (2) 8d TOE NAILS TO II II II (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP I I II IIII 2x DBL TOP PLATE W F MIN. 15/32" EXP 1 SHEATHING I I II IIII II II II o 0 0 3/8" SHEATHING PER PLAN I_J L 2x FRAME WALL PER oa SCHEDULE BEYOND 2 INSTALLED VERTICALLY. 2x4 BLOCKING PLACED 10 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE a0 `� FLATWISE (2) 16d — — — — — FLOOR SYSTEM _ U_ 2x BOTTOM PLATE NAILS EACH END SHEATHING SPLICE DETAIL CUT TO FIT CONDITION LL z w0 _ w z J � BEYOND SEE PLAN AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING (1) ROW OF 8d COMMON NAILS@3"O.C. ,- oI A -NAIL SPACING O.C. OV S,C SIMPSON H3 CLIP OV SC ----- ----- ------ — — --T Ir— II 6 I I II II II o ¢ U_ z O NAIL AT NAILS @ TOP OPLATE USING (2) ROWS OF 8d COMMON INTO TRUSS & (3) 12d EACH VERTICAL 2pz��� TO ROOF SHEATHING, �+<FR�AeTo II I I II II II_ W w O SEE WALL CLIP DETAIL ° 1/2" A 1/2 (,�T TR yO�c�sS FASTEN PER PLAN NG, T Ty0 SSS TRUSS TRANSOM BETWEEN 11— JI— _ _ _ a z = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d LINTELS . UNDER GIRDER TRUSS �Oh, — — III — LINTEL PER PLAN a a 0 LINTEL PER PLAN COMMON NAILS @ 3" O.C. — o — o O,y 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. III III II II I WALL SHEATHING O = 40 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL w/ (2) 1/4" x 3 1/2" 2x BLOCKING III III I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" g r' „ EDGES 6 O.C. U.N.O. ON PLANS A 1/2" (2) 2x TOP PLATE - 2x4 FRAMING @ 24" III OPENING III I I I I I I 4 SPACE BETWEEN w w w 5 O STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d DOUBLE NAIL EDGE SPACING 2x SCAB wl 1 O NAILS O.C. MAX. PRE -ENG. ROOF III III I I PANELS _ c~n COMMON NAILS @ 3" O.C. TRUSS PER PLAN @ 4" O.C. PROVIDE (4)10d x3" LII 3II I II II � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES POCKET SGD NAILS AT JOINT SEE PLAN FOR C Of 77 p EDGE DISTANCE PER VtAIL 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 III TYP. III I I I I I I _j p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 10d NAILS AROUND 2x STUDS BEYOND, a O TOP & BOTTOM @ 4" O.C. III III II II I I � SHEATHING SPLICE, III OPENING III II I I II SEE PLAN FOR MORE O Q O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO z O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLANT72x FASCIA PER PLAN 2x FASCIA IIIT _T1_ — -71— FIII I I I I I w = U) IIII CMU WALL PER PLAN (2) 8d TOE NAILS TO II II II (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP I I II IIII PER PLAN W F IIII I I II IIII II II II o 0 0 NAILING PER I_J L 2x FRAME WALL PER oa SCHEDULE _11_.L --- — tILL=J==�-==I� -------- O Ng 2x4 BLOCKING PLACED SEE ELEV. FOR O7 a0 `� FLATWISE (2) 16d — — — — — FLOOR SYSTEM _ U_ 2x BOTTOM PLATE NAILS EACH END SHEATHING SPLICE DETAIL CUT TO FIT CONDITION ^or-NING SIZE 1 BEYOND SEE PLAN 70, SHEATHING DIAGRAM EXTERIOR SHEATHING SCHEDULE SEE I PLAN BLOCKING GYPSUM WALLBOARD vv SIMPSON LSTA30 W/' 2x6 SYP #2 LEDGER. TO 2x12 w/ 10d X 3 NAILS CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER @ 6" O.C. 2x12 AT 2x4 PT LEDGER W/ SHEATHING PER 2x4 LEDGER W/ (2) 16d NAILING PER 01 1/4 x4 TAPCONS @ 1211 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE O.C. PLAN w/ (2) 16d END NAILS 2x4 BLOCKING PLACED SEE ELEV. FOR STRAP AROUND SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE +; + + (4) 12d NAILS EACH + O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL 1/4" x 4" TAPCONS @ NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF , TRUSS MEMBER O.C. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE SIMPSON H3 CLIP DESIGNED FOR 16 O.C. MAX. TRUSS w/ (4) 12d NAILS REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS x x j3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ROOF SHEATHING, 2x4 #2 SPF 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 SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END X X-11 @ EACH STUD 12d NAILS @ EACH END +« xx x 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED vv SIMPSON LSTA30 W/' 2x6 SYP #2 LEDGER. TO 2x12 w/ 10d X 3 NAILS STUDS w/ (2) 1/4" X 4'/2' @ 24 . . w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE /7 (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT (2) 1/4" X 3%" SIMPS. SD; SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR MAX.; CORNER CONDITIONS TO MASONRY w/ 2x6 PT WALL TO PRECAST SYP #2 LEDGER w/ (2) NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF FASCIA PER +; + + (4) 12d NAILS EACH + EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. , TRUSS MEMBER O.C. CONNECTION SIMPSON H3 CLIP DESIGNED FOR 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL ° PLAN FOR STUD SIZE & TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS . UNDER GIRDER TRUSS MORE BRG. WALL INFO iSLOPE LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r' SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER WR�SECTION @DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 5/8" THREADED ROD w/ NUT SET IN ADHESIVE v a L—_ SEE FOUNDATION 44 . PLAN FOR ADDITIONAL U��� INFO SIDE VIEW @ BASE OF POST rCDO CORNER COLUMN FRAMING SIMPSON H3 CLIP 3/4"=1'-0" @ 24" O.C. w/ EXT. 2x6 SYP #2 LEDGER. TO �--^ STUDS w/ (2) 1/4" X 4'/2' 2x4 SYP #2 LEDGER. SIMPS. SDS SCREWS @ NAILING SCHEDULE & 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD; CONV. FRAMED SCREWS @ 16" O.C. MAX.; O.C. MAX.; TO MASONRY w/ 2x6 PT EACH VERTICAL SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al w/ (2) 1/4" X 3'/" SIMPS. 12 12" O.C. ISEE PLAN SIMPSON H3 CLIP @ 24" O.C. w/ EXT. LINTEL PER PLAN �--^ SHEATHING PER PLAN 2x4 SYP #2 LEDGER. NAILING SCHEDULE & TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/" SIMPS.7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; EACH VERTICAL TO GABLE END STUDS ATTACHMENT BY w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. L SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (SbOl TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER ^. NAILING SCHEDULE & ` (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLID 1/2"=1'-0" 3/4"=1'-0" I \ / 1/2"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. Q 10dx3" z O i U .�•ti 0 10d x 3" OPP. SIDE W kNCE PER W LL � '� luflereel�o �, LU co Y oo Z p: –e � ..1 z — ROOF SHEATHING, FASTEN PER PLAN z w. � J -' •. ` LLI Q >� >- 0 m � — 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS j' EA. STUD OR TRUSS `�.✓ 0 MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY,; 40 M w/ MIN. 2" EMBED. @S i �� � o 24" O.C. z -- TRUSS PER PLAN �^"'+ ,j o' . µ O 777 IpuW 0 — WOOD/MASONRY Q WALL OR TRUSS, SEES PLAN (TRUSS SHOWN) z D ■■■ Q am v Q Lu W 0 ~ — 2x8 TO UNDER SIDE OF Q Z Z • ROOF SHEATHING � n/ Q ��[� w W '<i• Z z 611 — 2x8 #2 SPF VERTICAL � J Q @ 24" O.C. w/ EXT. i - W 2 SHEATHING PER rn NAILING SCHEDULE & W V (4) 12d NAILS EACH TRUSS MEMBER (TOP LV AND BOTTOM CHORDS ALONG W/ WEBBING) im 2x8 w/ (2) 10d NAILS @ EACH VERTICAL r LU LU ER LU o 1/2"=1-01, 0 LLJ c 00 11 W� zoo _0 ZLU 00 0 J O M p 1 0 CO ULU W LLJ �in � 0 p H F— a STRUCTURAL ENG: CFG / BED DRAFTING STRUCT: AR QC CHECK. CC ,0 LDIA JOB No. TM - 2152539 SANFOFZD SCALE: AS INDICATED DATE: 07/01/16 1 - 1 9 85 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, - WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN .4. LINTEL AS PER PLAN WD. HD. HT. y' SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS 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 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 W H Q SOLID SHEATHING @ CONNECTIONS " HEADER SCHEDULE OR SIM) IS PROVIDED SIMPSON SP4 w/ (6) 1 Od -STRUCT: AR x1-1/2" @ 24" O.C. (USE yFFp SIMPSON MSTAM36 fisiTWO STORY PERP. FLOOR CONNECTION DOUBLE 2x TOP PLATE 0 DOUBLE 2x TOP PLATE SP8 @ 2x8 STUDS) SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE DATE: 07/01/16 2x BOTTOM PLATE U.N.O. ON PLAN HEADER FRAME CONNECTION. STUDS & (8) 1/4" X D5 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING HEADER SIZE & REQ'D x JAMB STUDS c SIMPSON SP4 w/ (6) 1 Od SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER << StiFFT x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP 2x SPF TOP PLATE NAILS. BEND S STRAP BUILT-UP COLUMN(2) 1/4" X 2-1/4' TAPCONS " OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP FACE OF JAMB STUDS/ " HEADER - SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM INSTALL LINTEL COURSE OR � EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE " (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 1 O TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING U N O FLOOR TRUSS PER FROM TOP OF WALL W H Q SOLID SHEATHING @ OR SIM) IS PROVIDED KNEEWALL HEADER SCHEDULE OR SIM) IS PROVIDED SIMPSON SP4 w/ (6) 1 Od -STRUCT: AR x1-1/2" @ 24" O.C. (USE yFFp Z fisiTWO STORY PERP. FLOOR CONNECTION SP6 @ 2x6 STUDS & 0 SP8 @ 2x8 STUDS) SCALE: AS INDICATED r.t ,res, (2) 2x SPF TOP PLATE DATE: 07/01/16 U.N.O. ON PLAN (� HEADER - SEE 2ND �' U) LU D5 FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D x JAMB STUDS c " \ STUDS ABOVE PLATE UNDER COLUMN � FRAMING PLAN FOR PER PLAN ABOVE pl-'4N U.N.O. CONNECTION INFO.. IF HEADER IS UPSET TO BOT. RIBBON, MAIL PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN - - - -- BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL A HEADER IS UPSET j FLOOR GIRDER OR O OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO PLATE w/ 2 10d AND WINDOW IS c> MASONRY WALL SEE BEAM; SEE PLAN ( ) LOWER: 1 W NOTE: ALL FLOOR FLOOR TRUSS PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS. EXT. PLATE w/ 221OSdILL NAILS @ 8 O.C. THEN HEADER OPENINGS TOENAILS. EXT. TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1Od SILL PLATE w/ (2) 1 O HEADER OPENINGS rr BARRIER (FELT PAPER LESS THAN 4FT: 1 2x �1��i11e OR SIM IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING O ���e`�i � LU SILL PLATE w/ (2) 10d * /r M OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) d� WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING ,.a+•�••►+.+ �j ®� REFER TO PLAN FOR (2) 2x SILL AT WINDOW "►. + /s 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) •• LU °D w/ 2x CRIPPLE STUDS `-� BUILT-UP COLUMN 2x SILL PLATE w/ A35 u.. 46, ° SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO O p+ +%A Z INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 1 Od TOENAILS STUD PACK w/ 1 Od CLIPS EACH SIDE w/ 2x - Vu ; .� .� n' Q U BEARING WALL PER FLOOR W/ (14) 1 O THAN 6' T&B PLYWOOD CRIPPLES @ 16" O.C. O: A A ( NAILS @ 8' O.C. THEN -- + PLAN BEYOND NAILS w/ 2 10d TOENAILS SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16 O.C. O ` �C:® _7 w Q COLUMNS (7) 1Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD '�'��e+++ ++++� ��� Z PLAN FOR FLOOR MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4 TITENS; IF PELL R BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING TOE NAILS AT EA. END SHEATHING REQ'D yl�7 •�++..+�+Q��(i��'` �O SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE UNDER WINDOW OF SILL (MAX OPEN'G �i/1111 11111�o " op 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 R WIDTH 4'-0"). USE A35 0 CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 1 O SINKERS & (14) 1/4" X 2 0, THAN 4' BUT LESS 2 -STORY WALL NAILS' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. " THAN 6' (2) SIMPSON LSTA18 O (2) SIMPSON META16 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN " / LINTEL COURSE OR w INFO. FLOOR W/ (14) 10d � 2x TOP &BOT. SIMPSON LSTA30 w/ FLOOR TRUSS TO INTO FILLED CELL USE REFER TO MASONRY WALL NAILS ) RIBBONS, CONT. ABOVE PLO STUDS U.N.O. FOUNDATION PLAN 1/4 X 1 3/4 TITENS " \ C� FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR EXT. SHEATHING ATTACH PER NAILING ---------- TRUSSES TO BE P.T. IF " INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION PROVIDE BLOCKING MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR MASONRY WALL PER SIMPSON BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2 CM 14Z INDICATED BASE STRAPS ARE REQ'D FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT MASONRY 1 MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS, SEE UNDER WINDOWS AND 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT DRYWALL 2)12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN END 2x4) TO TRUSg w/ (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY T I BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO ? SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR - 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN d CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER • r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN .. SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF SHEATHING & CMU 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE, BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED 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" 3/4"=1'-0" 3/4"=1'-0" � o a c+� 0 SEE FRAMING PLAN FOR' FLOOR CONNECTION z �s FLOOR GRIDER OR BEAM c O Q _ m a HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" con J (D o � W x 0,5 wzcoo ZIN v C) bC4 0 Q• W z� J 1S U) I— N I� Uj W cs U) �..� m W LU 0 o 000 11 E W r ZL)o Via-! i 1 00 0 0 0 0Jz I-- W W w �a0 O F— H W CL OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED �— TRUSS PER PLAN -STRUCT: AR TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTION fisiTWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED 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" 3/4"=1'-0" 3/4"=1'-0" � o a c+� 0 SEE FRAMING PLAN FOR' FLOOR CONNECTION z �s FLOOR GRIDER OR BEAM c O Q _ m a HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" con J (D o � W x 0,5 wzcoo ZIN v C) bC4 0 Q• W z� J 1S U) I— N I� Uj W cs U) �..� m W LU 0 o 000 11 E W r ZL)o Via-! i 1 00 0 0 0 0Jz I-- W W w �a0 O F— H W CL COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AR QC CHECK: CC w\LDit/ , JOB No. TM - 2152539 SCALE: AS INDICATED r.t ,res, `. DATE: 07/01/16 16.983 D5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 2x BRG WALL W/ SIMPSON SP2 @ TOP & SPI @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. SCHEDULE NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSSS1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-011 ^ "'^�" n" OTHERS LEDGER AT GIRDER PLAN 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x BASE PLATE W/ (2) OR LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE EXTERIOR SHEATHING USED @ BASE.(WHEN MSTAM24 EA. SIDE 12d NAILS @ 12" O.C. EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BLOCKING W/ (2) 12d STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER ROOF SHEATHING — PLAN 2x8 #2 SYP P.T. SII ATTACHED PER W ANCHOR BOLT 01 I J -BOLT W/ MIN. 7" ARCHS EMBED. @ 32" O.0 SEE PLAN FROM EA.END NAILING SCHEDULE (2) 2x4 #2 SYP FURRING AND 1 INTERIOR FINISH MASONRY (SHOWN) (2) 2x4 #2 SYP ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 2x6 #2 SYP CONT. 1 LEDGER W/ (2) Y4"x3-1/2" I BLOCKING w/ SIMPS0 1 1 RECESS LEDGER INTO ' SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ BLOCKING w/ SIMPSON TRUSS ITRUSS. TRUSS SHOP FROM EA. END - USE (3) 1 1 HUC24-2 EACH END, SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ �I MIN. (4) 16d NAILS TO IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE HUC24-2 EACH END, EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER USE (4) 10d & (2) 10d SOLID BLCOKING WITHIN FLOOR SYSTEM 16 W D04 LEDGER @ LOW ROOF USE (4) 10d & (2) 10d STUDS ABOVE ARE 3/4"=1'-0" NAILS. UNDER G 1 NAILS. UNDER 1 1 TO ALIGN W/ STUDS SEE PLAN WINDOW JAMBS ONILY 1 WINDOW JAMBS USE Ljj �. (2) 2x6 w/ HUC26-2. BELOW LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSSS1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-011 ^ "'^�" n" OTHERS LEDGER AT GIRDER PLAN 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE EXTERIOR SHEATHING USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A 1x PT NAILER AS REQ'D FRAME WALL FLOOR TRUSS PER ROOF SHEATHING — PLAN 2x8 #2 SYP P.T. SII PLATE w/ 1/2" EPO W ANCHOR BOLT 01 I J -BOLT W/ MIN. 7" ARCHS EMBED. @ 32" O.0 SEE PLAN FROM EA.END SEE ARCHS FOR FURRING AND 1 INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN 1/2"=1'-0" WALL SPLICE DETAILS EXTERIOR SHEATH(""' FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER —� NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2))/4"x3-1/2" SDS WOOD SCREWS @ (� 16" O.C. MAX. & 3" I FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U: 'RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN (DRAWINGS I_ _J 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW NOT USED EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL W TO BOTTOM PLATE PLATE W/ 1/2" EPDXY J �— W/ (1) ROW 8d NAILS EXTERIOR SHEATHING @ 24" O.C. TO FLOOR @ 3" O.C. J -BOLT W/ MIN. 7" FROM TOP OF WALL SCHEDULE EMBEDMENT @ 32" PLYWOOD FLOORING TO BOTTOM OF SILL O.C. & 3" FROM EACH O1/2" OVERLAP BOTTOM PLATE ATTACH PER ° PLATE 1 1/4" (MIN.) SEE PLAN FOR NAILING SCHEDULE 1x PT NAILER AS REQ'D i & MORE INFO ROOF SHEATHING — FOR MORE INFO ATTACH PER NAILING W ISIMPSON H2.5 EA. TRUSS I SCHEDULE ARCHS 1 PRE-ENGINEERED — 1 1 TRUSS PER PLAN 1 CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 2x6 #2 SYP CONT. 1 LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE 1 1 RECESS LEDGER INTO ' SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16 O.C. MAX. & 3 TRUSS ITRUSS. TRUSS SHOP FROM EA. END - USE (3) 1 1 (DRAWINGS I_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ �I MIN. (4) 16d NAILS TO IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. (AT O NIS) SOLID BLCOKING WITHIN FLOOR SYSTEM 16 W D04 LEDGER @ LOW ROOF 2 STORY INTERIOR BEARING WALL STUDS ABOVE ARE 3/4"=1'-0" NOT USED EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL W TO BOTTOM PLATE PLATE W/ 1/2" EPDXY J �— W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 24" O.C. TO FLOOR @ 3" O.C. J -BOLT W/ MIN. 7" NAILS TO EACH STUD SCHEDULE EMBEDMENT @ 32" PLYWOOD FLOORING SHEATHING TO O.C. & 3" FROM EACH O1/2" OVERLAP BOTTOM END ° PLATE 1 1/4" (MIN.) SEE PLAN FOR 1 1x PT NAILER AS REQ'D i & MORE INFO CONT. #5 IN TIE BEAM FOR MORE INFO 1 1 W EXT. FINISH PER 1 ARCHS 1 F12) SECTION @ OPEN TO ABOVE 1-1/2"=1'4" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP 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 FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ri ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOf BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW W 2nd STORY WALL ROOF LINE J �— 2x BASE PLATE W/ 12d ZZ @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD SCHEDULE 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING O1/2" PLAN FOR MORE INFO O 1 1 SEE PLAN FOR 1 TRUSS DIRECTION i & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ri ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOf BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d W 2nd STORY WALL NAILS @ EACH END. J �— BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE O.C. . PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF. -------- ------- ....._. - _ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE z TO BLOCKING 0 PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN O TO DIAGONAL W/ (2) 16d NAILS WW TRUSSES PER PLAN O.S.B. TO OVERLAP Q BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45° FROM 2x LEDGER TO UPPER HORIZONTAL (+/- 100) A 2x BEARING WALL 1/ 00 3-` ALL MPSON BRACE NOT REQUIRED � LU WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. im W BRACING 2 STORY FRAME WALLfiFl�- @ ��o� este �� •••qo �,� ".> W M .,. .► CL rr '•4i ay •�w` LLI 00 LL O p� J Z C (2) 2x SPF TOP '�' 2 :* 7" U mills mills PLATES U.N.O. 1 SEE FOUND. PLAN FOR FTG. REQ. I I I J �— (2) 2x HEADER 1 O1/2" SEE FLOOR PLAN O 1 1 1 1 FOR MORE INFO 1 1 W 1 1 IF PORTIONS OF THIS WALL 1 1 1 CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 1 1 1 REVIEW THREADED ROD SPACING 1 1 1 1 IM 1 OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE W 2x STUDS SEE PLAN 1 SOLID BLCOKING WITHIN FLOOR SYSTEM W 2 STORY INTERIOR BEARING WALL STUDS ABOVE ARE G 1 1 1 TO ALIGN W/ STUDS 1 1 Ljj 1 1 BELOW 1 1 00 11 1 1 1 W r 1 1 1 1 1 B Z V 1 1 1 1 0Z-� 1 1 1 �aIIL 1 1 1 1 1 I 2x SPF BASE 1 O M 0 PLATE a 04 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM Z (2) 2x SPF TOP J OWE_ 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 p 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 ENG: CFG / BED 2x STUDS SEE PLAN DRAFTING: STUDS ABOVE ARE TO 4(:B QC CHECK: CC ALIGN W/ STUDS BELOW JOB No. 1 1 1 _... SCALE: — AS INDICATED 1 1 1 DATE: 07/01/16 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 A 1 1 1 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. SANFOKU �A, SD6 1 SEE FOUND. PLAN FOR FTG. REQ. I I I J �— Z O O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER E— N MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o W NAILS INTO HEADER IF PORTIONS OF THIS WALL W r OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM IM OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE W SOLID BLCOKING WITHIN FLOOR SYSTEM W 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. G w Ljj f— 00 11 W r O Z V 0Z-� �aIIL O 1 O M 0 a 04 � Z J OWE_ HCH p STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AR QC CHECK: CC JOB No. TM - 2152539 w�LDlNC _... SCALE: — AS INDICATED DATE: 07/01/16 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. SANFOKU �A, SD6 N. (3) 2x SYP #2 STUDS REQ'D @ END — STANDARD (3) 2X12 OF LANDING W/ MIN. (6) STRINGERS W/ 16d NAILS FROM SIMPSON A34 CLIP TO LEDGER TO STUD FLOOR SYSTEM PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 212 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @ LANDING FRAMING U @ 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER z ON EACH SIDE op 0 6" MIN. lo re 2 2x BEAM PER SCHEDULE 4'-0" MAX 2xJOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING STAIR WINDER DETAIL WIDTH OF LANDING MASONRY WALL CONT LEDGER L) FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH WI (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) A -A PLAN VIEW 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. STUDS REQ'D @ END IF ATTACHING TO OF LANDING W/ MIN. (6) MASONRY WALL) 16d NAILS FROM LEDGER TO STUD/— 3/4" PLYWOOD OR OSB / PACK L SEE PLAN FOR DEPTH i, 16" O.C. STANDARD (3; SYP #2 STRINi SIMPSON A34 CLIP TO FLOO SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE -I 2x JOISTS PER �� 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON (CNAILS ((16" O.C. MAX. T E TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH H STUD. ((2) x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAAX.X. FOR MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 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 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 0 A35 @ EA. STRINGER TO LANDING SEE/ARS. FOR MAX. RIPS AND MIEPTH 2x ATTACHED TO STRINGER H 11 (2) 2X BEAM PER 2x12 STRINGERS ONE SCHEDULE @ END OF ON EACH SIDE AND LANDING FOR STRINGERS ONE @ MID -SPAN TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN A35 CONNECTION BELOW. MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" (S""TO, GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" =1'-0" 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 1� (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A �— 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR \ MASONRY WALL) `— WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 11'-01, (2) 2x12 2x6 61-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 10'-01, (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x12 9'-0" 9'-0" (2) 2x12 2x8 T-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 91-011 814. (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 (3) 2x12 2x12 91-0" T-0" (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 2x6 5'-0" (1) 2x8 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 2x6 6'-0" (1) 2x8 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN, TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" \— HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT PER FLOOR PLAN 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION PARTY WALL OR ELEVATOR WALL SEE PLAN FLOOR 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MAX 6'-0" ST04 ELEVATOR TEMP. FLOOR SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. v x 0 0 0 a: 0 w W MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING 2x4 CONT. TOP PLATE 3X21 ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ t STUDS W/ (2) 16d TOE 24" O.C. SEE ARCH PLAN NAILS MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 2x6 VERTICAL @ 6'-0" x x TOENAILS /BOTTOM O.C. MIN. AND @ ANY NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) OPENING. W/IN FOR VERTICAL 10d NAILS @ 4" O.C. NOTCH SILL AND HANDRAIL KNEEWALL (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. FACE OF I -JOIST SHEAT ACCO ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO I -JOIST W/ (3) Xa11 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS SECTION X -X @ ANY OPENING EQUALLY 2x4 CONT. TOP PLATE SPACED/CENTERED IN ATTACH TOP PLATE TO 31" Ail' I -JOIST TO OUTSIDE STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM 32° SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEtt FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O.C. 24" O.C. W/ (2) 12d TOENAILS BOTTOM 10d NAILS @ 4" O.C. (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & TO I -JOIST W/ (3) X4" x 3" @ ANY OPENING SDS WOOD SCREWS EQUALLY 24" I -JOIST SEE PLAN SPACED/CENTERED IN ST02 SECTION HANDRAIL W/ FOIE OF JOISTST TO SINGLE SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� - - - - - JOISTS �' W .. do SHEATHING TO Q TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x ILL 3z11 2x4 CONT. TOP PLATE Vi Q LLI 6" MIN. lo re 2 2x BEAM PER SCHEDULE 4'-0" MAX 2xJOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING STAIR WINDER DETAIL WIDTH OF LANDING MASONRY WALL CONT LEDGER L) FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH WI (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) A -A PLAN VIEW 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. STUDS REQ'D @ END IF ATTACHING TO OF LANDING W/ MIN. (6) MASONRY WALL) 16d NAILS FROM LEDGER TO STUD/— 3/4" PLYWOOD OR OSB / PACK L SEE PLAN FOR DEPTH i, 16" O.C. STANDARD (3; SYP #2 STRINi SIMPSON A34 CLIP TO FLOO SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE -I 2x JOISTS PER �� 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON (CNAILS ((16" O.C. MAX. T E TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH H STUD. ((2) x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAAX.X. FOR MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 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 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 0 A35 @ EA. STRINGER TO LANDING SEE/ARS. FOR MAX. RIPS AND MIEPTH 2x ATTACHED TO STRINGER H 11 (2) 2X BEAM PER 2x12 STRINGERS ONE SCHEDULE @ END OF ON EACH SIDE AND LANDING FOR STRINGERS ONE @ MID -SPAN TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN A35 CONNECTION BELOW. MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" (S""TO, GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" =1'-0" 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 1� (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A �— 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR \ MASONRY WALL) `— WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 11'-01, (2) 2x12 2x6 61-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 10'-01, (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x12 9'-0" 9'-0" (2) 2x12 2x8 T-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 91-011 814. (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 (3) 2x12 2x12 91-0" T-0" (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 2x6 5'-0" (1) 2x8 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 2x6 6'-0" (1) 2x8 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN, TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" \— HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT PER FLOOR PLAN 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION PARTY WALL OR ELEVATOR WALL SEE PLAN FLOOR 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MAX 6'-0" ST04 ELEVATOR TEMP. FLOOR SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. v x 0 0 0 a: 0 w W MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING 2x4 CONT. TOP PLATE 3X21 ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ t STUDS W/ (2) 16d TOE 24" O.C. SEE ARCH PLAN NAILS MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 2x6 VERTICAL @ 6'-0" x x TOENAILS /BOTTOM O.C. MIN. AND @ ANY NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) OPENING. W/IN FOR VERTICAL 10d NAILS @ 4" O.C. NOTCH SILL AND HANDRAIL KNEEWALL (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. FACE OF I -JOIST SHEAT ACCO ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO I -JOIST W/ (3) Xa11 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS SECTION X -X @ ANY OPENING EQUALLY 2x4 CONT. TOP PLATE SPACED/CENTERED IN ATTACH TOP PLATE TO 31" Ail' I -JOIST TO OUTSIDE STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM 32° SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEtt FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O.C. 24" O.C. W/ (2) 12d TOENAILS BOTTOM 10d NAILS @ 4" O.C. (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & TO I -JOIST W/ (3) X4" x 3" @ ANY OPENING SDS WOOD SCREWS EQUALLY 24" I -JOIST SEE PLAN SPACED/CENTERED IN ST02 SECTION HANDRAIL W/ FOIE OF JOISTST TO SINGLE SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� - - - - - JOISTS �' W .. do SHEATHING TO Q TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x ILL 3z11 2x4 CONT. TOP PLATE Vi Q LLI TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO52 (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS SCREWS EQUALLY_� SPACED/CENTERED IN TRUSS NOTCH SILL AND PLYWOOD FLOORING � ��rusweee� FLOOR SHEATHING 2X6 #2 SPF @ 12" O.C. � 'k 6/yy or, w TO OUTSIDE FACE OF TRUSS DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). STANDARD (3; SYP #2 STRINi SIMPSON A34 CLIP TO FLOO SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE -I 2x JOISTS PER �� 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON (CNAILS ((16" O.C. MAX. T E TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH H STUD. ((2) x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAAX.X. FOR MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 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 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 0 A35 @ EA. STRINGER TO LANDING SEE/ARS. FOR MAX. RIPS AND MIEPTH 2x ATTACHED TO STRINGER H 11 (2) 2X BEAM PER 2x12 STRINGERS ONE SCHEDULE @ END OF ON EACH SIDE AND LANDING FOR STRINGERS ONE @ MID -SPAN TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN A35 CONNECTION BELOW. MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" (S""TO, GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" =1'-0" 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 1� (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A �— 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR \ MASONRY WALL) `— WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 11'-01, (2) 2x12 2x6 61-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 10'-01, (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x12 9'-0" 9'-0" (2) 2x12 2x8 T-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 91-011 814. (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 (3) 2x12 2x12 91-0" T-0" (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 2x6 5'-0" (1) 2x8 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 2x6 6'-0" (1) 2x8 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN, TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" \— HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT PER FLOOR PLAN 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION PARTY WALL OR ELEVATOR WALL SEE PLAN FLOOR 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MAX 6'-0" ST04 ELEVATOR TEMP. FLOOR SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. v x 0 0 0 a: 0 w W MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING 2x4 CONT. TOP PLATE 3X21 ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ t STUDS W/ (2) 16d TOE 24" O.C. SEE ARCH PLAN NAILS MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 2x6 VERTICAL @ 6'-0" x x TOENAILS /BOTTOM O.C. MIN. AND @ ANY NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) OPENING. W/IN FOR VERTICAL 10d NAILS @ 4" O.C. NOTCH SILL AND HANDRAIL KNEEWALL (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. FACE OF I -JOIST SHEAT ACCO ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO I -JOIST W/ (3) Xa11 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS SECTION X -X @ ANY OPENING EQUALLY 2x4 CONT. TOP PLATE SPACED/CENTERED IN ATTACH TOP PLATE TO 31" Ail' I -JOIST TO OUTSIDE STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM 32° SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEtt FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O.C. 24" O.C. W/ (2) 12d TOENAILS BOTTOM 10d NAILS @ 4" O.C. (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & TO I -JOIST W/ (3) X4" x 3" @ ANY OPENING SDS WOOD SCREWS EQUALLY 24" I -JOIST SEE PLAN SPACED/CENTERED IN ST02 SECTION HANDRAIL W/ FOIE OF JOISTST TO SINGLE SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� - - - - - JOISTS �' W .. do SHEATHING TO Q TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x ILL 3z11 2x4 CONT. TOP PLATE Vi Q LLI TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO52 (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS SCREWS EQUALLY_� SPACED/CENTERED IN TRUSS NOTCH SILL AND PLYWOOD FLOORING � ��rusweee� FLOOR SHEATHING 2X6 #2 SPF @ 12" O.C. � 'k 6/yy or, w TO OUTSIDE FACE OF TRUSS DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). • °°s° ATTACH 2x4 TO TRUSS no •. �. e tt:r LU 00 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 1� (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A �— 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR \ MASONRY WALL) `— WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 11'-01, (2) 2x12 2x6 61-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x8 8'-0" 10'-01, (2) 2x12 2x6 6'-0" (1) 2x12 2x6 4'-0" (1) 2x8 (3) 2x12 2x12 9'-0" 9'-0" (2) 2x12 2x8 T-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 91-011 814. (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 (3) 2x12 2x12 91-0" T-0" (2) 2x12 2x8 7'-0" (1) 2x12 2x6 5'-0" (1) 2x8 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 2x6 5'-0" (1) 2x8 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 2x6 6'-0" (1) 2x8 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN, TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" \— HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT PER FLOOR PLAN 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION PARTY WALL OR ELEVATOR WALL SEE PLAN FLOOR 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MAX 6'-0" ST04 ELEVATOR TEMP. FLOOR SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. v x 0 0 0 a: 0 w W MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING 2x4 CONT. TOP PLATE 3X21 ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ t STUDS W/ (2) 16d TOE 24" O.C. SEE ARCH PLAN NAILS MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 2x6 VERTICAL @ 6'-0" x x TOENAILS /BOTTOM O.C. MIN. AND @ ANY NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) OPENING. W/IN FOR VERTICAL 10d NAILS @ 4" O.C. NOTCH SILL AND HANDRAIL KNEEWALL (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. FACE OF I -JOIST SHEAT ACCO ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO I -JOIST W/ (3) Xa11 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS SECTION X -X @ ANY OPENING EQUALLY 2x4 CONT. TOP PLATE SPACED/CENTERED IN ATTACH TOP PLATE TO 31" Ail' I -JOIST TO OUTSIDE STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM 32° SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEtt FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O.C. 24" O.C. W/ (2) 12d TOENAILS BOTTOM 10d NAILS @ 4" O.C. (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & TO I -JOIST W/ (3) X4" x 3" @ ANY OPENING SDS WOOD SCREWS EQUALLY 24" I -JOIST SEE PLAN SPACED/CENTERED IN ST02 SECTION HANDRAIL W/ FOIE OF JOISTST TO SINGLE SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� - - - - - JOISTS �' W .. do SHEATHING TO Q TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x ILL 3z11 2x4 CONT. TOP PLATE Vi Q LLI TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO52 (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS SCREWS EQUALLY_� SPACED/CENTERED IN TRUSS NOTCH SILL AND PLYWOOD FLOORING � ��rusweee� FLOOR SHEATHING 2X6 #2 SPF @ 12" O.C. � 'k 6/yy or, w TO OUTSIDE FACE OF TRUSS DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). • °°s° ATTACH 2x4 TO TRUSS no •. �. e tt:r LU 00 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER t u 'G`0 , a w ° z d 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN, TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" \— HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT PER FLOOR PLAN 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION PARTY WALL OR ELEVATOR WALL SEE PLAN FLOOR 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MAX 6'-0" ST04 ELEVATOR TEMP. FLOOR SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. v x 0 0 0 a: 0 w W MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING 2x4 CONT. TOP PLATE 3X21 ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ t STUDS W/ (2) 16d TOE 24" O.C. SEE ARCH PLAN NAILS MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 2x6 VERTICAL @ 6'-0" x x TOENAILS /BOTTOM O.C. MIN. AND @ ANY NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) OPENING. W/IN FOR VERTICAL 10d NAILS @ 4" O.C. NOTCH SILL AND HANDRAIL KNEEWALL (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. FACE OF I -JOIST SHEAT ACCO ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO I -JOIST W/ (3) Xa11 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS SECTION X -X @ ANY OPENING EQUALLY 2x4 CONT. TOP PLATE SPACED/CENTERED IN ATTACH TOP PLATE TO 31" Ail' I -JOIST TO OUTSIDE STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM 32° SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEtt FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O.C. 24" O.C. W/ (2) 12d TOENAILS BOTTOM 10d NAILS @ 4" O.C. (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & TO I -JOIST W/ (3) X4" x 3" @ ANY OPENING SDS WOOD SCREWS EQUALLY 24" I -JOIST SEE PLAN SPACED/CENTERED IN ST02 SECTION HANDRAIL W/ FOIE OF JOISTST TO SINGLE SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION PARTY WALL OR ELEVATOR WALL SEE PLAN FLOOR 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MAX 6'-0" ST04 ELEVATOR TEMP. FLOOR SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. v x 0 0 0 a: 0 w W MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING 2x4 CONT. TOP PLATE 3X21 ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ t STUDS W/ (2) 16d TOE 24" O.C. SEE ARCH PLAN NAILS MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 2x6 VERTICAL @ 6'-0" x x TOENAILS /BOTTOM O.C. MIN. AND @ ANY NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) OPENING. W/IN FOR VERTICAL 10d NAILS @ 4" O.C. NOTCH SILL AND HANDRAIL KNEEWALL (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. FACE OF I -JOIST SHEAT ACCO ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO I -JOIST W/ (3) Xa11 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS SECTION X -X @ ANY OPENING EQUALLY 2x4 CONT. TOP PLATE SPACED/CENTERED IN ATTACH TOP PLATE TO 31" Ail' I -JOIST TO OUTSIDE STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM 32° SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEtt FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O.C. 24" O.C. W/ (2) 12d TOENAILS BOTTOM 10d NAILS @ 4" O.C. (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & TO I -JOIST W/ (3) X4" x 3" @ ANY OPENING SDS WOOD SCREWS EQUALLY 24" I -JOIST SEE PLAN SPACED/CENTERED IN ST02 SECTION HANDRAIL W/ FOIE OF JOISTST TO SINGLE SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� - - - - - JOISTS �' W .. do SHEATHING TO Q TOE NAIL SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. v x 0 0 0 a: 0 w W MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING 2x4 CONT. TOP PLATE 3X21 ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ t STUDS W/ (2) 16d TOE 24" O.C. SEE ARCH PLAN NAILS MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 2x6 VERTICAL @ 6'-0" x x TOENAILS /BOTTOM O.C. MIN. AND @ ANY NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) OPENING. W/IN FOR VERTICAL 10d NAILS @ 4" O.C. NOTCH SILL AND HANDRAIL KNEEWALL (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. FACE OF I -JOIST SHEAT ACCO ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO I -JOIST W/ (3) Xa11 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS SECTION X -X @ ANY OPENING EQUALLY 2x4 CONT. TOP PLATE SPACED/CENTERED IN ATTACH TOP PLATE TO 31" Ail' I -JOIST TO OUTSIDE STUDS 2/ (2) 16d TOE ' FACE OF JOIST NAILS 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM 32° SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEtt FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O.C. 24" O.C. W/ (2) 12d TOENAILS BOTTOM 10d NAILS @ 4" O.C. (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & TO I -JOIST W/ (3) X4" x 3" @ ANY OPENING SDS WOOD SCREWS EQUALLY 24" I -JOIST SEE PLAN SPACED/CENTERED IN ST02 SECTION HANDRAIL W/ FOIE OF JOISTST TO SINGLE SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� - - - - - JOISTS �' W .. do SHEATHING TO Q TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x ILL 3z11 2x4 CONT. TOP PLATE Vi Q LLI TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO52 (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS SCREWS EQUALLY_� SPACED/CENTERED IN TRUSS NOTCH SILL AND PLYWOOD FLOORING � ��rusweee� FLOOR SHEATHING 2X6 #2 SPF @ 12" O.C. � 'k 6/yy or, w TO OUTSIDE FACE OF TRUSS DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). • °°s° ATTACH 2x4 TO TRUSS no •. �. e tt:r LU 00 3X2' SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO • •- • CONSTRUCTPANELS TO SLIDE INTO THE ►iii♦i�i��i♦iO�ELEVATOR SHAFT THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. %���'%i'�'��►i'�^iii i�i�.�i��i`.�i�i►i`.e�PANELS 1 AND 2 TO BE ia�i��►���f�i�♦ r r �i�i�0i1�i�i�i�i�i�i�i� ►���� SHIFTED OUT TO PANEL (WHICH IS LONGER) TO BE • r LAST PLATFORM r rLOCKING TOGETHER.EVERYTHING MIDBLOCKING . • z 0 U W C) 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO a OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� - - - - - JOISTS �' W .. do SHEATHING TO Q TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x ILL 3z11 2x4 CONT. TOP PLATE Vi Q LLI TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO52 (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS SCREWS EQUALLY_� SPACED/CENTERED IN TRUSS NOTCH SILL AND PLYWOOD FLOORING � ��rusweee� FLOOR SHEATHING 2X6 #2 SPF @ 12" O.C. � 'k 6/yy or, w TO OUTSIDE FACE OF TRUSS DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). • °°s° ATTACH 2x4 TO TRUSS no •. �. e tt:r LU 00 STUD TO BE � r Q FLOOR ATTACHED TO I -JOIST Z HING TO BELOW (OTHERWISE MMODATE 2x ATTACH W/ (2) 12d C U o "0 TOENAILS @ BOTTOM) - 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. U, Nq U + + CONT. BRACE & 10d o +8 + NAILS @ 4" O.C. TO + +1 FLOOR SHEATHING O Q + + + ATTACH 2x4 TO I -JOIST W/ (2) %"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN I -JOIST 8" WIDE WEB STIFFENER @ 48" O.C. Z PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) //yy 0 U ROWS OF 10d NAILS @ C 5 3r:8.* 3" O.C. NOTE: W a, jz STIFFNER TO BE o N p M FLUSH w/ OUTSIDE OF TOO�^Q z BOTTOM CHORD V) Z O F=o ' Qzz- ~O C< WE E W W Q X6wji I Z ILL.O i 0 W V �J W W 2 2x4 CONT. TOP PLATE W (ATTACH TOP PLATE (f) OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d ° W 3 1/2" TOE NAILS m Z W = l� • °°° ``° 24" O.C. EVERY OTHER STUD TO BE LLJ Q o .. do SHEATHING TO Q TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x ILL 3z11 2x4 CONT. TOP PLATE Vi Q LLI TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO52 (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS SCREWS EQUALLY_� SPACED/CENTERED IN TRUSS NOTCH SILL AND PLYWOOD FLOORING - 10d NAILS @ 4� O.C. __ (NOTCHED @ 2x6 FLOOR SHEATHING � '00 0 0 M 0 � 0 TO OUTSIDE FACE OF TRUSS DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS no 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER t u 'G`0 , a w ° z d STUD TO BE � r Q FLOOR ATTACHED TO I -JOIST Z HING TO BELOW (OTHERWISE MMODATE 2x ATTACH W/ (2) 12d C U o "0 TOENAILS @ BOTTOM) - 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. U, Nq U + + CONT. BRACE & 10d o +8 + NAILS @ 4" O.C. TO + +1 FLOOR SHEATHING O Q + + + ATTACH 2x4 TO I -JOIST W/ (2) %"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN I -JOIST 8" WIDE WEB STIFFENER @ 48" O.C. Z PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) //yy 0 U ROWS OF 10d NAILS @ C 5 3r:8.* 3" O.C. NOTE: W a, jz STIFFNER TO BE o N p M FLUSH w/ OUTSIDE OF TOO�^Q z BOTTOM CHORD V) Z O F=o ' Qzz- ~O C< WE E W W Q X6wji I Z ILL.O i 0 W V �J W W 2 2x4 CONT. TOP PLATE W (ATTACH TOP PLATE (f) OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) TO STUDS W/ (2) 16d 3 1/2" TOE NAILS m 0Q W = l� 2x4 #2 SPF STUDS @ NOTCH FLOOR 24" O.C. EVERY OTHER STUD TO BE J W VERTICAL LOCATIONS). 11T STUDS W/ (2) 16d TOE NAILS �`"'� NOTCH SILL AND PLYWOOD FLOORING 32' OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) W Il— 4M m Oro TO ALLOW VERTICAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X W = l� 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ 2 O c� Z () 0 L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO TOE NAIL 0 Z J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CO16d & 10d CONT. BRACE & 10d A Vi Q LLI TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO52 SCREWS EQUALLY_� SPACED/CENTERED IN TRUSS NOTCH SILL AND PLYWOOD FLOORING - 10d NAILS @ 4� O.C. __ (NOTCHED @ 2x6 FLOOR SHEATHING � '00 0 0 M 0 � TO OUTSIDE FACE OF TRUSS DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS no N.T.S. TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 SPF STUDS @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND 2x6 VERTICAL @ 6'-0" TO TRUSS W/ (3) X411 x 3„ L -BRACE @ 6'-0" O.C. & O.C. MIN. AND @ ANY ZZ SDS WOOD SCREWS @ ANY OPENING OPENING W/IN EQUALLY HANDRAIL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN — KNEEWALL FOR VERTICAL TRUSS TO OUTSIDE FACE OF TRUSS 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR NAILS @ 4" O.C. N.T.S. (ST03 SECTION @ HANDRAIL W/ StL; I IUN 1C -JC FLOOR TRUSSES SCALE: 3/4"=1'-0" W/ (2) X41"x3" SDS N SCREWS EQUALLY 0 J Z _Y SPACED & CENTERED I'- . W W IN TRUSS W �.. 0 0 8" WIDE WEB< O H STIFFENER @ 48" O.C. 0 (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF DRAFTING: PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: AR QC CHECK: CC JOB No. TM -2152539 �1LD1Nc SCALE AS INDICATED DATE. 07/01/16 SANFORD #16 1983 ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.