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HomeMy WebLinkAbout221 Big Spring Ter 16-1395 New construction SFHGENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.G.. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: LOT 104 THORNBROOKE 40 S THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION: 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 (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD WESTMINSTER 2200 m ELEV. A OR EQUIVALENT IN ACCORDANCE WITH F.B.C.. - 5TH EDITION (2014) R1023b. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.62 AND A5TM C 926. PER F.B.C.. 5TH EDITION (2014) R103b.2.1 WEEP 5CREED5 SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE GARAGE RIGHT CORRO6ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM G 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F,B.C,R 5TH EDITION (2014) R103b3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE616TIVE VAPOR PERMEABLE TAYLOR MORRISON BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM G 926. STUCCO CONTROL JOINTS: 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 S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE 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 JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 01 EGRE55: d I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 16 NO ACCE56 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM TH O RN B ROO KE 4O S OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. COMMUNITY SPECIFIC FLA5HING: DRAWING I INDEX E/� 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 STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS ROOF OPENINGS. 2, APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 SUB FASCIA; 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., PAINTED KNEE WALL5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 04-21-16 CREATED LOT 5PECIFIC PLAN FOR LOT 104 IN THORNBROOKE 40's, ELEVATION "A" GARAGE RIGHT UJ/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 IN5ERT, SITTING ROOM AT MA5TE;R 5UITE, VENT HOOD/MICROWAVE OUTSIDE, UNDER CABINET LIGHTING IN KITCHEN, CEILING PAN PRE-WIRE5 (6), RECE55ED CAN LIGHT5 IN FAMILY ROOM AND LIVING ROOM`� "' INTERIOR CEILING MOUNT LIGHT PRE -MIRE AND 5WITCH IN FAMILY ROOM AND ADDITIONAL OUTLE'T5 IN NON -WET AREA (2). I.VV — UtIVCKHL IVV I CJS 11VUCJCl JF'Cl.11'11.H 11VIVJ II �• - — "-'--� � - .,.,� .�• .. • WINDOW IN51AL AiION: 1 — SLAB IN 1 E RFACE PLAN • x m 2A1 - MAIN FLOOR PLAN NOTES Jr0 0 0 ' JMh� ON�M N ; m N LL CORE STEEL DOOSS NOT LESS THAN 13/8" THICK OR vA MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF CLOSING DEVICE 012 0 EaJ�a Y CY J c0 y� T o o Z N d JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 01 EGRE55: d I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 16 NO ACCE56 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM TH O RN B ROO KE 4O S OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. COMMUNITY SPECIFIC FLA5HING: DRAWING I INDEX E/� 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 STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS ROOF OPENINGS. 2, APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 SUB FASCIA; 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., PAINTED KNEE WALL5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 04-21-16 CREATED LOT 5PECIFIC PLAN FOR LOT 104 IN THORNBROOKE 40's, ELEVATION "A" GARAGE RIGHT UJ/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 IN5ERT, SITTING ROOM AT MA5TE;R 5UITE, VENT HOOD/MICROWAVE OUTSIDE, UNDER CABINET LIGHTING IN KITCHEN, CEILING PAN PRE-WIRE5 (6), RECE55ED CAN LIGHT5 IN FAMILY ROOM AND LIVING ROOM`� "' INTERIOR CEILING MOUNT LIGHT PRE -MIRE AND 5WITCH IN FAMILY ROOM AND ADDITIONAL OUTLE'T5 IN NON -WET AREA (2). I.VV — UtIVCKHL IVV I CJS 11VUCJCl JF'Cl.11'11.H 11VIVJ II �• - — "-'--� � - .,.,� .�• .. • WINDOW IN51AL AiION: 1 — SLAB IN 1 E RFACE PLAN I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS BEWS DESIGN GROVP 2A1 - MAIN FLOOR PLAN NOTES DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE E I[PPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE IS.C.I OR HONEYCOMB CORE STEEL DOOSS NOT LESS THAN 13/8" THICK OR vA MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF CLOSING DEVICE 2A2 -MAIN FLOOR PLAN DIMENSIONS � � . FLOOD ZONE REQUIREMENTS: I ,.f .��`��\\5P�', 2 B 1 UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR E.;, R,_ATION. ASPHALT 5HINGLE5 (IF APPLICABLE) : = �� 2, 2 B 2 UPPER FLOOR PLAN DIMENSIONS 1. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052,6 AND 8905.2.6.1 : L) �: � =_ 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE6 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN j `` z 2C — PLAN DETAILS 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 16 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 3A1 — FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION f�//7V�rt1t1►I I ll��,e��r ��`� 89052.1, 3A2 - ELEVATIONS, ROOF PLAN, B U°I LD I N G SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) 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 3A3 - FLASHING DETAILS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND -'✓LAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAep 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118, j,19 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.. - 5TH EDITION (2014) RW5.33 SHALL CONFORM WITH A5TM D 226, TYPE 3A4d 11; A5TM D 2626, TYPE II; OR A5TM D 1910 OR ASTM D 6380, CLA56 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH N — FLASHING DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAeo 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OFRAS 118,1,90R120. 4A -MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT .REQUIREMENTS (IF APPLICABLE): O � w B — UPPER FLOOR ELECTRICAL PLAN I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER, TUB AND 5HOWER AREA5: 0 1. CEMENT, FIBER -GEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE 1N TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPIME55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE °BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT ci� RECORD COPY LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF: 0 MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES REVIEWED FOR CODE COMPLIANCE (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 PLANS XAMINEFi mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE: 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM6 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TOCD "- "--DA THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF J SAN =ORD BUILDING DIVISIQNJ 5ECTION5 M14113. A PERMIT 196UED SHALL BE CONSTRUED TO BEA F� >= LICENSE TO PROCEED WITH THE WORK AND NOT AS EXHAU5T FANS AND VENTING' AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE) TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT SOFFIT, RIDGE VENT OR CRAWL SPACE, 0 THE BUILDING OFFICIAL FROM THEREAFTER 2. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY REQUIRING A CORRECTION OF ERRORS IN PLANS, TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, J OR VIOLATIONS OF THIS CODE CONSTRUCTION3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER. EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND COMPACTION TEST 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 • • REQUIRED FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2200 Results to be Verified EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER PAN." at Slab Inspection 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. • ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES SANF RLy CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - o �, REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL _ FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. # 6- 1 3 9 5 REV. 10-14-2015 • SHEET • �'��. MAY 16 20.1cov DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAK FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER. EST. 1994-- 2A2 -MAIN FLOOR PLAN DIMENSIONS � � . FLOOD ZONE REQUIREMENTS: I ,.f .��`��\\5P�', 2 B 1 UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR E.;, R,_ATION. ASPHALT 5HINGLE5 (IF APPLICABLE) : = �� 2, 2 B 2 UPPER FLOOR PLAN DIMENSIONS 1. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052,6 AND 8905.2.6.1 : L) �: � =_ 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE6 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN j `` z 2C — PLAN DETAILS 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 16 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 3A1 — FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION f�//7V�rt1t1►I I ll��,e��r ��`� 89052.1, 3A2 - ELEVATIONS, ROOF PLAN, B U°I LD I N G SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) 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 3A3 - FLASHING DETAILS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND -'✓LAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAep 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118, j,19 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.. - 5TH EDITION (2014) RW5.33 SHALL CONFORM WITH A5TM D 226, TYPE 3A4d 11; A5TM D 2626, TYPE II; OR A5TM D 1910 OR ASTM D 6380, CLA56 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH N — FLASHING DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAeo 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OFRAS 118,1,90R120. 4A -MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT .REQUIREMENTS (IF APPLICABLE): O � w B — UPPER FLOOR ELECTRICAL PLAN I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER, TUB AND 5HOWER AREA5: 0 1. CEMENT, FIBER -GEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE 1N TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPIME55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE °BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT ci� RECORD COPY LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF: 0 MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES REVIEWED FOR CODE COMPLIANCE (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 PLANS XAMINEFi mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE: 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM6 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TOCD "- "--DA THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF J SAN =ORD BUILDING DIVISIQNJ 5ECTION5 M14113. A PERMIT 196UED SHALL BE CONSTRUED TO BEA F� >= LICENSE TO PROCEED WITH THE WORK AND NOT AS EXHAU5T FANS AND VENTING' AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGE) TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT SOFFIT, RIDGE VENT OR CRAWL SPACE, 0 THE BUILDING OFFICIAL FROM THEREAFTER 2. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY REQUIRING A CORRECTION OF ERRORS IN PLANS, TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, J OR VIOLATIONS OF THIS CODE CONSTRUCTION3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER. EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND COMPACTION TEST 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 • • REQUIRED FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2200 Results to be Verified EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER PAN." at Slab Inspection 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. • ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES SANF RLy CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - o �, REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL _ FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. # 6- 1 3 9 5 REV. 10-14-2015 • SHEET • �'��. MAY 16 20.1cov d s G.G. VERIFY THAT PECO pRAIN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE T T T T T T TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT 5U5TERRANEAN TERMITE5 © FOR LOC.) L J N$. • I' x i ctl ' w I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MM, FLORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C-OM TAMPA • DENVER EST. 1994 F,,— r L0 to 0 0 JO JcoN; G.G. VERIFY ACRYLIC ON LANAI @ 1 c�Nn ONCiM 4 VERIFY LOCATION sm N r !>Ia OF A.H. 3/4" P.V.C. OQ�M Lu GONDEN54TION Ov t, u -9 DRAIN BY ELEVATION � � PLUMBER iL � � It1.011 It1.011 7 77 3'-01 81-311 2'-511 41-411 s � .- " 11/2" RECE55 FOR 5.6.D. 4 13 8 134"x34" A/CI 2 '0 000 15^15 IPAD (SEE MEG+. CONTRACTOR 3A2 d s G.G. VERIFY THAT PECO pRAIN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE T T T T T T TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT 5U5TERRANEAN TERMITE5 © FOR LOC.) L J N$. s ii JOB NUMBER002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MM, FLORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C-OM TAMPA • DENVER EST. 1994 F,,— P.Y.C. G.G. VERIFY ACRYLIC ON LANAI @ 4 VERIFY LOCATION OF A.H. 3/4" P.V.C. Lu GONDEN54TION u -9 DRAIN BY ELEVATION PLUMBER (-) 0'-4.. 31-811 8'-2" 3'-01 81-311 2'-511 41-411 11/2" RECE55 FOR 5.6.D. 15^15 3A2 —�--�- I D.W. SINK W/ D15P. REFERENCE _ PROVIDE CONDUIT OL ELEVATION IN SLAB FOR w 0'-011 15LAND ELECTRIC PROVIDE WATER 4" P.V.C.- LINE FOR ICE MAKER - 0 A.N. LINES I C. -- —� COPT. FROM UPPER � REF. FLOOR 51-211 41 6-1011 K, s II II v I if � c(t /50 u ; GAL. ` ELEVATION I uLH. z I 1 1 � � o ELEVATION l) 0'-411 �,Ll- PAVERS � � I � 1 I I G.J. E] ------------ 1 1 i C.J. --------------I--------------------------- I'-411 /_I-011 811 �. I o I _ I 1 AA2 (34 v N I I $11 141 1 20 QII I ELEVATION NB (-) 0' 6" I C"% e co - s ii JOB NUMBER002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED 4on, J�.• ��•. Y ',� • coLL iS,'• Q cem 0 cem 0 0 e9a Q p� a j W V PAVER DRIVE / LEAL) WALK 2200 22.0 � V SAF,00 • T1 TLE • SLAB INTERFACE PLAN SLAB INTERFACE PLAN GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MM, FLORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C-OM TAMPA • DENVER EST. 1994 F,,— 4on, J�.• ��•. Y ',� • coLL iS,'• Q cem 0 cem 0 0 e9a Q p� a j W V PAVER DRIVE / LEAL) WALK 2200 22.0 � V SAF,00 • T1 TLE • SLAB INTERFACE PLAN SLAB INTERFACE PLAN GARAGE RIGHT ALL EMERGENCY E5CAPE AND RESCUE OPENING5 5HALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * T.O.M. V-4" A.F.F. co 0 N 114 HEADER (5EE ELEV.) AFF. I' 4" x C.M.U, COL. REINFORCED W/ (3)'5 BAR5 13'-0"x34" A/GI PAD (5EE MEC (CONTRACTOR f.O.M. 25 5H. FOR LOC.) 1 25 5H. �'-4" HD. AT 84" L — — J HD. AT 84" ♦ H.B. LINE OF SECOND FLOOR ABV. T.O.M. r 9'-4 /E / LEAD WALK AFF, \'►'11!111 TYPICAL MASONRY x ro w WINDOW SCHEDULE 150 STATE STREET EAST OUYMAR., ROMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 WINDOW WIDTHS V. o*4(( O 2011 21" 31" 53" i O N M o .,= WINDOW CALL -OUTS Lm IJM • 0 O vi n (D" 2611 6 0 3 f: 00 12 5H 1/2 32 5H 22 5H 32 5H W cm C J �o lOn 410 Z C4 11 = 39" 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H F --I z 1211 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MA50NRY OPENINGS FOR ALL WINpoWS, Lu � 11100111 51ZE5 AND IN5IALLA710N MAY VARY PER MANUFACTURE 5PECIFICA110N5. O z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINQOW USE[) (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) T.O.M. V-4" A.F.F. co 0 N 114 HEADER (5EE ELEV.) AFF. I' 4" x C.M.U, COL. REINFORCED W/ (3)'5 BAR5 13'-0"x34" A/GI PAD (5EE MEC (CONTRACTOR f.O.M. 25 5H. FOR LOC.) 1 25 5H. �'-4" HD. AT 84" L — — J HD. AT 84" ♦ H.B. LINE OF SECOND FLOOR ABV. T.O.M. r 9'-4 /E / LEAD WALK AFF, JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED \'►'11!111 11 x ro w z 150 STATE STREET EAST OUYMAR., ROMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 to V. o*4(( O JQ�O Jcui(�� i O N M o .,= O >GN Lm IJM • 0 O vi n 0 3 f: 00 3Ecd;: cm C J �o lOn 410 Z C4 11 JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED HANSEN 50X DIRECT DRYER VENT /-24"x24"x18" H. 5TAND FOR W.N. \'►'11!111 11 DAVIS BEWS DESIGN GROUP z 150 STATE STREET EAST OUYMAR., ROMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 HANSEN 50X DIRECT DRYER VENT /-24"x24"x18" H. 5TAND FOR W.N. \'►'11!111 11 z �``� V. o*4(( as o .,= O Z.r. ®, HANSEN 50X DIRECT DRYER VENT /-24"x24"x18" H. 5TAND FOR W.N. 3'-0"x3'-0" A/C O PAD (SEE MEGH. CONTRACTOR FOR LOC.) 0 O H.B. 5H T j�F-�10),-R� REFER r0 EE �2A2 FOR MAIN FLooRHATCHING LEGENDPLAN W/ DIMEN51ON5 IN5ULATE WALL 6-13,95 ' MAIN FLOOR PLAN NOTES GARAGE RIGHT 2200 /f 101 11 co � O � o O V) 3'-0"x3'-0" A/C O PAD (SEE MEGH. CONTRACTOR FOR LOC.) 0 O H.B. 5H T j�F-�10),-R� REFER r0 EE �2A2 FOR MAIN FLooRHATCHING LEGENDPLAN W/ DIMEN51ON5 IN5ULATE WALL 6-13,95 ' MAIN FLOOR PLAN NOTES GARAGE RIGHT 2200 1'-4" 30'-0" P-4" „ 12'-4.. 1'-4" IL 6'-0" a" 3'-0" 16'-0" M.O. 8'-0" 22'-0" 30'-0" 3'-0" I, REFER TO 5NEET 2AI FOR MAIN FLOOR FLAN UJ/ NO TE5 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT DAVIS BEWS DESIGN GPOVP • x m 150 STATE STREET EAST OLDWA& FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. T 0 JQNO 0 _j co p� /� 0 V) . r' C9 N _ T >>Jcm OD Lo Q0JL 0 0 r VETn V n _ • rl_O -j O LLY �O \ to0 070 ZNG0 1'-4" IL 6'-0" a" 3'-0" 16'-0" M.O. 8'-0" 22'-0" 30'-0" 3'-0" I, REFER TO 5NEET 2AI FOR MAIN FLOOR FLAN UJ/ NO TE5 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT DAVIS BEWS DESIGN GPOVP h 150 STATE STREET EAST OLDWA& FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 F 1'-4" IL 6'-0" a" 3'-0" 16'-0" M.O. 8'-0" 22'-0" 30'-0" 3'-0" I, REFER TO 5NEET 2AI FOR MAIN FLOOR FLAN UJ/ NO TE5 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT h ID OD Q n _ • ) ° \ 1'-4" IL 6'-0" a" 3'-0" 16'-0" M.O. 8'-0" 22'-0" 30'-0" 3'-0" I, REFER TO 5NEET 2AI FOR MAIN FLOOR FLAN UJ/ NO TE5 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT h 1'-4" IL 6'-0" a" 3'-0" 16'-0" M.O. 8'-0" 22'-0" 30'-0" 3'-0" I, REFER TO 5NEET 2AI FOR MAIN FLOOR FLAN UJ/ NO TE5 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 6HALL COMPLY WITH 8310 PER F.B.C,R. - 5TH EDITION (2014). * * * * * * * CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 20SO PER F.B.C.R. - 5TH EDITION (2014) R3122 3 - 3050 5H. HD. AT T-211 * EGRE55 r— — — — — — — — — — — — — — — — — — I TYPICAL WOOD FRAME • • x 0 WINDOW SCHEDULE r WINDOW WIDTHS 0 2011 24" 36" 48° u WINDOW CALL -OUTS 66 ���• 0 0 0� n N CD 2011 ISIS F.G. 2018 F.G. 3018 F.G. 4018 F.G. W L J 0 O C n _ 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.C. 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48"0 1540 5H 2040 5H 3040 5H 4040 5H ~ Z 60" 1850 5H 2050 5N 3050 5N 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, uj � WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5. 0 z 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 20SO PER F.B.C.R. - 5TH EDITION (2014) R3122 3 - 3050 5H. HD. AT T-211 * EGRE55 r— — — — — — — — — — — — — — — — — — I MASTER SUITE 14'-4"x13'-0" 8'-0" FLAT CLG 3050 TEMP. 5H. HD. AT T-2" ARCH FROM 6'-8" TO 1'-411 BB Q R/5 \ \ 3A2 �----- \ \ \ \ u 2-8x6-8 PKT. "' I CLG, I GARDEN SITTING Q TUB, a 10'-10"X10'-2" 20 H. 8'-0" FLAT CLG TUB PECK a i SEE SHEET 2G O u o - 36"x22" ATTIC I FOR TUB/SHWR O ACCESS LuLu�, DETAIL DAVIS BEWS ---� DESIGN GROUP ------ TEMP, GL. ON 42" H. LOW WALL th 24" GL. _ W/ MARBLE GAP 150 STATE STREET EAST 34677 M BATH 18" H. 5HOWERNt o ol�0 PROVIDE II HEAD 5EAT 813.925.1800 FAX LL IIEL CHASE PAN AND DRAIN GLG. WWWDAVISBEW&COM UNDER A.H.U. TILE -PAMPA • DE?4\'FR. �n r uq." - EST. 1994 - o m W/8R/A4 `c' CLG SHOWER w 1 P \`X%jjj ////i n, Q BELOW A/N TURN 5TUDS�.e /OPEN TO 42" H. LOW WALL Z W BELOW LOW WALL (/' ;k4 EE LANDING 'u ? r' �► DOWN' �ad� •.:�• �.� LL_CLG. LANDING //llBfill IS\\ >L e� X � W cc Q y Q R/S SHOWER `� V, z r BATH 2 (2) 1'-&` x 2' 8" FG. 8 -0 GLG. HD, AT 6'-011 8 o ABV. SECOND F.F. BEDROOM 2 M x1 C„ 8'-0" 8'-0" FLAT CLG GPT. TILE 1 .G. 2x R/5 FRAME WALL a GLG. d L, 4.04-8 —�-------I R/S 6 8 ti 5-0x6.8 AA 13Fp 3A2 ' BEDROOM 4 BEDROOM 3 1 o'-o"x11'-10" 11'-0"x10'-4" 8'-0" FLAT CLG 8'-0" FLAT CLG 0 3050 SH, HD, AT T-2" *EGRESS 3050 SN, >on REFER TO SHEET Hp, AT T-2" I 25 FOR FLOOR PLAN * EGRESS W/ DIMEN51ON5 O #16-1395 UPPER FLOOR PLAN NOTES GARAGE %RIGHT • • x 0 r r0 0 Jpto0 //�/ YJ I p U) N > i J N 66 ���• 0 0 0� n N 0CO L J 0 O C n ZN�CF MASTER SUITE 14'-4"x13'-0" 8'-0" FLAT CLG 3050 TEMP. 5H. HD. AT T-2" ARCH FROM 6'-8" TO 1'-411 BB Q R/5 \ \ 3A2 �----- \ \ \ \ u 2-8x6-8 PKT. "' I CLG, I GARDEN SITTING Q TUB, a 10'-10"X10'-2" 20 H. 8'-0" FLAT CLG TUB PECK a i SEE SHEET 2G O u o - 36"x22" ATTIC I FOR TUB/SHWR O ACCESS LuLu�, DETAIL DAVIS BEWS ---� DESIGN GROUP ------ TEMP, GL. ON 42" H. LOW WALL th 24" GL. _ W/ MARBLE GAP 150 STATE STREET EAST 34677 M BATH 18" H. 5HOWERNt o ol�0 PROVIDE II HEAD 5EAT 813.925.1800 FAX LL IIEL CHASE PAN AND DRAIN GLG. WWWDAVISBEW&COM UNDER A.H.U. TILE -PAMPA • DE?4\'FR. �n r uq." - EST. 1994 - o m W/8R/A4 `c' CLG SHOWER w 1 P \`X%jjj ////i n, Q BELOW A/N TURN 5TUDS�.e /OPEN TO 42" H. LOW WALL Z W BELOW LOW WALL (/' ;k4 EE LANDING 'u ? r' �► DOWN' �ad� •.:�• �.� LL_CLG. LANDING //llBfill IS\\ >L e� X � W cc Q y Q R/S SHOWER `� V, z r BATH 2 (2) 1'-&` x 2' 8" FG. 8 -0 GLG. HD, AT 6'-011 8 o ABV. SECOND F.F. BEDROOM 2 M x1 C„ 8'-0" 8'-0" FLAT CLG GPT. TILE 1 .G. 2x R/5 FRAME WALL a GLG. d L, 4.04-8 —�-------I R/S 6 8 ti 5-0x6.8 AA 13Fp 3A2 ' BEDROOM 4 BEDROOM 3 1 o'-o"x11'-10" 11'-0"x10'-4" 8'-0" FLAT CLG 8'-0" FLAT CLG 0 3050 SH, HD, AT T-2" *EGRESS 3050 SN, >on REFER TO SHEET Hp, AT T-2" I 25 FOR FLOOR PLAN * EGRESS W/ DIMEN51ON5 O #16-1395 UPPER FLOOR PLAN NOTES GARAGE %RIGHT REFER TO SHEET 2A FOR FLOOR PLAN W/ NOTES • JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 T6 ISSUED 04-27-16 REVISED .I x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER �— — — — — — — — — — — — — — — — — — — 0 J00 J c` ) 7 a> MASTER SUITE 0 �� I sm Cf) N> J,- > M IL m 00 0-j (c�O r Y '• °' LJ�'ip 00 ch z lot SITTING �., 0 caI 6 6 w 2LU 2'-8" I 6'-2° .c, 4',8' 2' b" 31-10113' 8° L 2 o C,t_ ---J I'10" b N M. BATH v s _ m - <r M J -T pC � 51-8 121411 M 6' 8" 2'-0" 2' 8" 2'a" 4'-011 ;n ' 8' 0" 12'-8" 3'-611 BATH 2 BEDROOM 2 i YJ CJ NOTE: ALL INTERIOR ANGLED WALLS — — ARE AT 45° (UND.)YI N 6' 6" 5'-2" 3'-8" 6' 8" ZEN BEDROOM 4 BEDROOM 3 ------— — — — — — - N lk 5'-10" 5'-10" 5'-2" 5'-2" 8'-0" 1114" 10'-4" 30'-0" • JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 T6 ISSUED 04-27-16 REVISED .I x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER 0 �0 0 J00 J c` ) a> 0 �� sm Cf) N> J,- > M IL 00 0-j (c�O r Y '• °' LJ�'ip 00 ch z lot • JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 T6 ISSUED 04-27-16 REVISED TITLE • -AN1:.:0RD UPPER FLOOR PLAN DIMENSIONS #16-1395 - PLAN DIMENSIONSUPPER FLOOR SHEET SCALE: 1/4" = 1'-0" 2B2 GARAGE RIGHT DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 F�-- TITLE • -AN1:.:0RD UPPER FLOOR PLAN DIMENSIONS #16-1395 - PLAN DIMENSIONSUPPER FLOOR SHEET SCALE: 1/4" = 1'-0" 2B2 GARAGE RIGHT M. BEDROOM CLOSET MASTER CL05ET F.F. LINE BEYOND HALLWAY FIN15H FLOOR BEYOND FLOOR SYSTEM - _ _DINING ROOM CLG. BEYOND OPEN OPEN KOCHEN OPEN = DINING DIMING KITCHEN DINING IVING ROOM COL. DINING ROOM COL.(A,YD�ININGSCALE: 1/4" = 14" SCALE: 1/4" = I'-0" SCALE: 1/4" = 1411 FPROTECTED ER-5TAIR PROTECTION CESSIBLE SPACE UNDER STAIRS SHALL NDER-5TAIR 5URFACE AND ANY SOFFIT 3 TREADS AT THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM LANDING 10.00" EACH B.C.R. - 5TH EDITION (2014) 8302.1 42" H. LOW WALL LANDING 12 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAIL5TO COMPLY WITH FBC 8301 AND TABLE STAIR SECTION 8301.5 PER F.B.C.R, - 5TH EDITION (2014). * * * * * * * SCALE: 1/4" - 1'-0" TRUSSES nvvu..r.i""' ATTIC ACCESS DETAIL SCALE: 1/2" = I'-0" TEMP. GL. ON 42" H. LOW WALL W/ GORIAN CAP a � u CHAMFER CORNERS CEILING LINE ROUNDED CORNER COI)IER BEAD BEAD gETAIL) COLUMN BASE 6 I/2 421'H. DRYWALL TRIM LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF GO�lERS GONER BEAp LOW WALL PLAN VIEW SIDE VIEW ua m GARDEN • x W w O 3/4" PLYWD, EST. 1994---� TO J TI CROWN BEAM DECKING DRYWALL PAINTED SANp FLOOR SYSTEM TRIM BD, CAP FINISH COLUMN W/ AND BASE 00 ROUNDED 36" H MIN. HEAD o -j o SIDE VIEW 1000" CONTINUOUS CLEARANCE 41 (CCC (TYP.) GRASPABLE \ 0` o ti z OT RAILING L (2) 2x8 I LEDGERS (2) 2x8 !a I" N051NG r (TYP.) BEAPMS (TYP.) t a M 2x TREADS AND Ix RISERS (TYP.) 2-66-0 2x STRINGER5 LANDING 12 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAIL5TO COMPLY WITH FBC 8301 AND TABLE STAIR SECTION 8301.5 PER F.B.C.R, - 5TH EDITION (2014). * * * * * * * SCALE: 1/4" - 1'-0" TRUSSES nvvu..r.i""' ATTIC ACCESS DETAIL SCALE: 1/2" = I'-0" TEMP. GL. ON 42" H. LOW WALL W/ GORIAN CAP a � u CHAMFER CORNERS CEILING LINE ROUNDED CORNER COI)IER BEAD BEAD gETAIL) COLUMN BASE 6 I/2 421'H. DRYWALL TRIM LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF GO�lERS GONER BEAp LOW WALL PLAN VIEW SIDE VIEW DINING ROOM COLUMN DETAILi•.i �.� SCALE: N.T.S. Nowo _o i , Z �� :I U ua m GARDEN • x W w O 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 92S 1300 TEL 813. 92S . 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994---� TO J TI CROWN to J cco SHOWER DRYWALL PAINTED SANp WRAPPED TRIM BD, CAP FINISH COLUMN W/ AND BASE 00 ROUNDED (SEE COL. o -j o SIDE VIEW DINING ROOM COLUMN DETAILi•.i �.� SCALE: N.T.S. Nowo _o i , Z �� :I U ua m GARDEN • x W w O 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 92S 1300 TEL 813. 92S . 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994---� TO J TI 0 to J cco SHOWER i Oy co 0 _ T La Qp�M 00 ���.0ti o -j o 3�E 41 (CCC 0` o ti z OT DINING ROOM COLUMN DETAILi•.i �.� SCALE: N.T.S. Nowo _o i , Z �� :I U ua m GARDEN TUB DAVIS BEWS DESIGN GROUP O 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 92S 1300 TEL 813. 92S . 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994---� DINING ROOM COLUMN DETAILi•.i �.� SCALE: N.T.S. Nowo _o i , Z �� :I U ua m GARDEN TUB O 0 TI TILE SHOWER a� a o 071, nc 0 m TOP OF ENCL. V) 61-211 TEMPERED GLA55 CORIAN ne ENCL. CAP TILE 0 BACK SPLASH TILE 0 TUB DECK u, SHOWER b- GARDEN TILE TUB BEYOND 1-11 FIN15H FLOOR O T1 SECTION >= 0 _< TILE SHOWER/TUB DETAIL II. zzuu .II • SCALE: 1/4" - I'•0" CAA, "v0i, j)Vo 0 #16 X395 PLAN DETAILS SCALE: 1/4" = 1'-0" GARAGE RIGHT TITLE • PLAN DETALS • SHEET2 C • 3/4" THICK MING I.R. - 5TH )N (2014) TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3I2.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.12 - 5TH EDITION (2014) R312.2 SHINGLE 612 ROOF/` 12 12 /SHINGLE ab 6 ROOF 12 G.C. VERIFY ALUM. OVER 6" BANDING E6 2x6 SUB -FASCIA SHINGLE (TYP.) (TYPICAL) ROOF PLT, HT. PLT. HT. 4" BANDING STUCCO (TYP.) FINISH e F F. 4.. 4.. 4.. 4.. io DECORATIVE G° STUCCO ,99 * * FIXED SHUTTERS FINISH (TYP.) . a. � h • K w DAVIS BEWS DESIGN GROVP t0 J EST. 1994 F - to O -1 co cq IIAA Y/ Orem §M N T Lo > ; J N 1 �L.inL" • 0 O � 0 0 O LLY �O > E WC4 -I;.- (o �O 3/4" THICK MING I.R. - 5TH )N (2014) TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3I2.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.12 - 5TH EDITION (2014) R312.2 SHINGLE 612 ROOF/` 12 12 /SHINGLE ab 6 ROOF 12 G.C. VERIFY ALUM. OVER 6" BANDING E6 2x6 SUB -FASCIA SHINGLE (TYP.) (TYPICAL) ROOF PLT, HT. PLT. HT. 4" BANDING STUCCO (TYP.) FINISH e F F. 4.. 4.. 4.. 4.. io DECORATIVE G° STUCCO ,99 * * FIXED SHUTTERS FINISH (TYP.) JOB NUMBER 26002.065 CAO FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED � h • K w DAVIS BEWS DESIGN GROVP t0 J EST. 1994 F - to O -1 co cq IIAA Y/ Orem §M N T Lo > ; J N �L.inL" • 0 O 0 0 O LLY �O > E WC4 -I;.- (o �O 0Q ZN2,f JOB NUMBER 26002.065 CAO FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED N 12 6� SECOND F.F. LINE/SHINGLE 6 (TYBANDING .. STUCCO SECOND F.F. LINE \`����\t1t41I I III /"///ZOI ROOF FINISH - SHINGLE r��••��•• •, '. �'ri c° T.OM. T ROOF .O.M. *� .. w, lv +c) t, v Wco > er ` TEXTURED .� as - FINISH —TEXTURED =:.� Cdr FINISH "� `,y 6" BANDING �y�.•. :` 6, 4" BANDING //llllllll 1'i e� (TYP.) `° ❑❑❑❑❑❑❑❑ a 6 BANDING � TEMP. (TYP) TEMP. O MAIN FF, LINE1. 4 1 1 MAIN FF. LINE. © COPYRIGHT 2014, TAYLOR MORRISON GRADE LINE GRADE LINE G.C. VERIFY TEMP. (ASSUMED) (A55UMED) GLA55 INSERT FOR0 FRONT DOOR. FRONT ELEVATIONo0 un SCALE: 1/4" 14' � p O 0rtlooO 0 >=o • r 2200 rrrnir•rr�r•r.ri�rrrr TITLE ING FRONT ELEVATION DETAILS QFF.a,�`Gy �1 #'►�"1395 • SHEET • ELEVATION „A„ -3A1 GARAGE RIGHT yL • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 F - N 12 6� SECOND F.F. LINE/SHINGLE 6 (TYBANDING .. STUCCO SECOND F.F. LINE \`����\t1t41I I III /"///ZOI ROOF FINISH - SHINGLE r��••��•• •, '. �'ri c° T.OM. T ROOF .O.M. *� .. w, lv +c) t, v Wco > er ` TEXTURED .� as - FINISH —TEXTURED =:.� Cdr FINISH "� `,y 6" BANDING �y�.•. :` 6, 4" BANDING //llllllll 1'i e� (TYP.) `° ❑❑❑❑❑❑❑❑ a 6 BANDING � TEMP. (TYP) TEMP. O MAIN FF, LINE1. 4 1 1 MAIN FF. LINE. © COPYRIGHT 2014, TAYLOR MORRISON GRADE LINE GRADE LINE G.C. VERIFY TEMP. (ASSUMED) (A55UMED) GLA55 INSERT FOR0 FRONT DOOR. FRONT ELEVATIONo0 un SCALE: 1/4" 14' � p O 0rtlooO 0 >=o • r 2200 rrrnir•rr�r•r.ri�rrrr TITLE ING FRONT ELEVATION DETAILS QFF.a,�`Gy �1 #'►�"1395 • SHEET • ELEVATION „A„ -3A1 GARAGE RIGHT yL • C MAIN ROOF TYP. VENT REQUIREMENTS OVERHANG AT HIP VENTILATION CALCULATIONS (UN.O.) - ATTIC AREA =150 SQ. FT. / 300 = 0.50 SQ. FT. X 144 = 72 SQ. IN. r- ---------------- - - - - - - - - - - - - - - - - - - BEAM( HALF AT UPPER 2/3 ROOF VENTS = 36.00 SQ. IN. I I # UPPER 2/3 ROOF VENTS REQUIRED =1 i TYP. t 1 HALF AT LOW SOFFIT / EAVE VENTS = 36.00 SQ. IN. OVERHANG ACTUAL SOFFIT VENTILATION = 242.5 SQ. IN. i AT GABLE i 6:12 1 (UN.O.) 1 1 1 6:12 ------------------- A ------------- ---- I 1 � � I I OFF -RIDGE VENT (TYP.)e 1 0 6:12 I 1 w I � 1 1 * * * * * * * * 1 I VENT CALCULATIONS BASED ON THE FOLLOWING 144 SQ, IN. PER 4 FOOT OFF RIDGE VENT * * * * * I * REFER TO COYER SHEET 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT ; ��� , GENERAL NOTES FOR G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS ROOFING UNDERLAYMENT 1 j REQUIRED, PER MANUFACTURER'S SPECIFICATIONS REQUIREMENTS FOR ROOF I OF NET FREE AREA PER VENT. PITCHES LE55 THAN 4:12 i w oe I (VERIFY W/ TRU65 MANUF.) 11/2" THICK 5AND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS --------- 6:12 i MAIN ROOF -�= a EST. 1994 to lQ 0 126- I Ocy -` i I VENT REQUIREMENTS �MMr 04 VENTILATION CALCULATIONS I � >c JN Ln ATTIC AREA =1487 SQ. FT. / 300 = 4.96 SQ. FT. 0O j1 -Fo4E X 144 = 714 SQ. IN. LL Y �n -1- ----- je 1 4 HALF AT UPPER 2/3 ROOF VENTS = 356.88 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 ENTRY ROOF I VENT REQUIREMENTS i y� i HALF AT LOW SOFFIT / EAVE VENTS = 356.88 SQ. IN. NO ADDITIONAL 5Q. IN. � _ ACTUAL SOFFIT VENTILATION =1752 SQ. IN. OF VENTILATION THROUGH UPPER AA 1 2/3 OF ROOF 15 REQUIRED y� 6:12 1 �e � ------------ i -------------- 1 ----- ---- J GARAGE ROOF VENT REQUIREMENTS NO ADDITIONAL 5Q, IN, ROOF PLAN OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 REQUIRED 5CALE: 1/8" . I'-0" 11/2" THICK 5AND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 14" GLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83121 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 SECTION BB. SCALE: 1/6" = I'-0" * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LESS THAN 4:12 * * * * ' (2) 24 LEDGER NAILED TO - STUDS W/ (3)10d NAILS AT TOP AND BOTTOM CHORD OF TRUSS 1 CONC, LINTEL GIRDER GIRDER /--TRU55 SECTION AA SCALE: /8" - I'-0" REFER TO COVER SHEET SENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF ROLE 6� 12 6 ITCHES LE55 THAN 4:12 SHINGLE 12 / Q * * * * * 6� ROOF Q6 6HIN LEE 12 ROO6 PLT. HT. i PLT. Hr: LSTUCCOLSTUCCOSTUCCO (TYP) � FINISH7 � FINISF{7 F�G. * FINISH RETURN (TYP.) F.G. � / 12 �l SHINGLE AT SIDES SECOND FF. LINE 3© 5ECOND FF. LINE ROOF 1122 6 _ SECOND F.F. LINE T.O.M.T.O.M. T.O.M. v — — M � � v M x cao 150 STATE STREET EAST OLDWA& FLORIDA 3467 813.925.1300 TEL 813.925.1800 FAX WW W.DAVISBEWS.COM TAMPA • DENVER- -�= a EST. 1994 to lQ 0 126- Ocy I I �MMr 04 I � >c JN INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 14" GLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83121 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 SECTION BB. SCALE: 1/6" = I'-0" * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LESS THAN 4:12 * * * * ' (2) 24 LEDGER NAILED TO - STUDS W/ (3)10d NAILS AT TOP AND BOTTOM CHORD OF TRUSS 1 CONC, LINTEL GIRDER GIRDER /--TRU55 SECTION AA SCALE: /8" - I'-0" REFER TO COVER SHEET SENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF ROLE 6� 12 6 ITCHES LE55 THAN 4:12 SHINGLE 12 / Q * * * * * 6� ROOF Q6 6HIN LEE 12 ROO6 PLT. HT. i PLT. Hr: LSTUCCOLSTUCCOSTUCCO (TYP) � FINISH7 � FINISF{7 F�G. * FINISH RETURN (TYP.) F.G. � / 12 �l SHINGLE AT SIDES SECOND FF. LINE 3© 5ECOND FF. LINE ROOF 1122 6 _ SECOND F.F. LINE T.O.M.T.O.M. T.O.M. v — — M � � v M • JOB NUMBER 26002.0650 CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED x cao 150 STATE STREET EAST OLDWA& FLORIDA 3467 813.925.1300 TEL 813.925.1800 FAX WW W.DAVISBEWS.COM TAMPA • DENVER- -�= a EST. 1994 to lQ 0 126- Ocy �MMr >c JN Ln Do- U. 0O NIr- ~ v15�ti -Fo4E 0� �O LL Y �n 000 4 z lot • JOB NUMBER 26002.0650 CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED TEXTURED e TEXTURED FIN15H br)FINISH �`�`\1I1111 11//l7i/ TEMP. �l N\\\ MAIN FF. LINE MAIN F.F. LINE `.• �i — — — — — — — — — — — — — — s •�/i GRADE LINE --/D dt; W (ASSUMED) ■.. EE _ A. LEFT ELEVATIONZ SCALE: 1/8 = 1.0 0 Q6 6 12 12 6 LSHINGLE --SHINGLE OF a a RO PLT. HT. ROOF PLT. HT. 0 SECOND FF. LINE - -SHINGLE _ SECOND FF. LINE - TOM, _ ROOF T.O.M. _ 7t v 190 v v MAIN F.F. LINE TEMP. MAIN FF. LINE GRADE LINE (A55UMED) ' REAR ELEVATION SCALE: 1/8" - 14" 12 � I 6�71 ■ 12 T-1 SHINGLE 6 12,� �6 ROOF LSHINGLE 12 12 ROOF Q6 6D � PLT. HT, PLT. HT. Q STUCCO (TYR) Z6TUCCO �STUGCO � FINISH - RETURN FINISH p gP' FIN15H AT SIDES B. • SECOND F.F. LINE SECOND FF. LINE T.oM. - T.OM. - w (TYP) 2200 TEXTURED /TEXTURED `n FINISH 7 FIN15H "' ��.... ; �• TI TLE • MAIN FF. LINE MAIN FF. LINE SIDES ELEVATIONS - - - - - - - - - - - - - - 711,L" 0iN<>ROOF PLAN GRADE LINE BUILDING SECTIONS (ASSUMED) f'xl DETAILS e RIGHT ELEVATION% ' SCALE: 115" -- I'-0"• #16'-1.395 SHEET ELEVATION "All 3A2 GARAGE RIGHT • DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDWA& FLORIDA 3467 813.925.1300 TEL 813.925.1800 FAX WW W.DAVISBEWS.COM TAMPA • DENVER- -�= a EST. 1994 TEXTURED e TEXTURED FIN15H br)FINISH �`�`\1I1111 11//l7i/ TEMP. �l N\\\ MAIN FF. LINE MAIN F.F. LINE `.• �i — — — — — — — — — — — — — — s •�/i GRADE LINE --/D dt; W (ASSUMED) ■.. EE _ A. LEFT ELEVATIONZ SCALE: 1/8 = 1.0 0 Q6 6 12 12 6 LSHINGLE --SHINGLE OF a a RO PLT. HT. ROOF PLT. HT. 0 SECOND FF. LINE - -SHINGLE _ SECOND FF. LINE - TOM, _ ROOF T.O.M. _ 7t v 190 v v MAIN F.F. LINE TEMP. MAIN FF. LINE GRADE LINE (A55UMED) ' REAR ELEVATION SCALE: 1/8" - 14" 12 � I 6�71 ■ 12 T-1 SHINGLE 6 12,� �6 ROOF LSHINGLE 12 12 ROOF Q6 6D � PLT. HT, PLT. HT. Q STUCCO (TYR) Z6TUCCO �STUGCO � FINISH - RETURN FINISH p gP' FIN15H AT SIDES B. • SECOND F.F. LINE SECOND FF. LINE T.oM. - T.OM. - w (TYP) 2200 TEXTURED /TEXTURED `n FINISH 7 FIN15H "' ��.... ; �• TI TLE • MAIN FF. LINE MAIN FF. LINE SIDES ELEVATIONS - - - - - - - - - - - - - - 711,L" 0iN<>ROOF PLAN GRADE LINE BUILDING SECTIONS (ASSUMED) f'xl DETAILS e RIGHT ELEVATION% ' SCALE: 115" -- I'-0"• #16'-1.395 SHEET ELEVATION "All 3A2 GARAGE RIGHT • 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND #3 BUILDING WRAP TO GO OVER FLASHING 2 FLASHING TO BE FLEXIBLE SELF j#1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING I- MATERIAL LMIIAL rt=M VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. I 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 OPTION - A FLASHING WOODEN ...... SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND 1 FLASHING UNDER S.G.D. AS SHOWN, PROVIDE " -1" BEAD OF 4 CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER xPROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Z WATERPROOF MEMBRANE 0 Lill % I Mill 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) \-USP HTA20STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) CORNER PATCH /x FLASHING FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) ...... 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPESILL PLATE N -71f 2 (ASSEMBLED FLASHING -\ WINDOW) 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" K (o 150 STATE STREET EAST OUXMA& FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX VVWWnAVlSBEWS.00M T,kN4PA 9 E>El�TVER. 7/16" O.S.B. SHEATHING Lo 0 0 EXTERIOR FINISH 0 -i co BUILDING WRAP BEYOND 0,50o) PER BUILDER ce) c" FLASHING. 6 IL PROVIDE FLASHING 0 o BOOT AT POSTS Az CEMENT PLASTER STOP ron 00 co 0 z IT WATERPROOF MEMBRANE WATERPROOF MEMBRANE L L 7/16" O.S.B. SHEATHING FLASHING. 20" FLOOR TRUSS '--2X8 TRIM BOARD STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7116" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST A7 AND UP WALL BY 6" SEE STRUCTURAL FOR 7Z CONNECTORS '- 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE JOB NUMBER 26002,065 • CAD FILE NAME LOT 104 T9 ISSUED 04-27-16 REVISED K (o 150 STATE STREET EAST OUXMA& FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX VVWWnAVlSBEWS.00M T,kN4PA 9 E>El�TVER. EST. 1994 Lo 0 0 o 0 -i co 0,50o) ce) c" Lm 6 IL 0 0 0 o ECo > Az ron 00 co 0 z IT JOB NUMBER 26002,065 • CAD FILE NAME LOT 104 T9 ISSUED 04-27-16 REVISED WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER 'N' ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS • < THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE ci z EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND O Z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. c) 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAANDMA 250,, OR FMA/AAMAAlVDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. o < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 220 0 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. <) X1_1)/ 0 SANFORD #16-1395 .FLASHING DETAILS. N.T.5. • TITLE FLASHING DETAILS • SHEET • 3A3 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMA& FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX VVWWnAVlSBEWS.00M T,kN4PA 9 E>El�TVER. EST. 1994 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER 'N' ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS • < THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE ci z EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND O Z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. c) 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAANDMA 250,, OR FMA/AAMAAlVDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. o < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 220 0 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. <) X1_1)/ 0 SANFORD #16-1395 .FLASHING DETAILS. N.T.5. • TITLE FLASHING DETAILS • SHEET • 3A3 -5HEATHING WEATHER RESISTIVE TEXTUREBARRIER -1 BEAD OF CONSTR. INSTALL SELF -ADHERED 0 IN ASPHALT ADHESIVE WEEP SCREED ASTMC926 ADHESIVE TO BE APPLIED UNDER WINDOW UNIT MAINTAIN THROUGH FINISH COAT METAL FLASHING 3-1/2" THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED WINDOW DOOR ROUGH OPENING FLASHING BUILDING PAPER SELF -ADHERED FLASHING BUILDING PAPER SLOPE L. UP JAMB 6". USE LIQUID NAIL BRAND BROWN COAT WO SHEATHING ABOVE ROOF SHEATHING 1/2" CEMENTITIOUS ' SHEATHING DECORATIVE FINISH REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING 0.3 in :12.0 in E d� " WOOD FRAME CONSTR. tJ * w KEEP TOP EDGE OF WEEP LETTER ON CHEMICAL / METAL !� ZN�a (0.6 cm: 30.5 cm) FLASHING SCORED SCRATCH GOAT BLOCK SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. RELEASE PAPER SELF -ADHERED FLASHING ° / BY LAPPING DOWN SELF -ADHERED FLASHING, ADHESIVE TO BE APPLIED UNDER (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING SELF FURRING OVER RIM JOIST AND UP RELEASE PAPER TO POSE THRESHOLD OF DOOR AND RETURN VERTICALLY FROM BOTTOM OF WALL BY 6 IN. ADHESIVE AS SHOWN) UP JAMB 6". USE LIQUID NAIL BRAND THRESHOLD LATH .. OR EQUAL WEATHER PROOF CAULKING EXTERIOR SECTION -A (SEE a ° CEMT. FIN. DETAIL WP02) TWO LAYERS WRB: SELF -ADHERED FLASHING / \ SELF -ADHERED FLASHING / BUILDING PAPER WEEP SCREED ° NAILING FLANGE SELF -ADHERED'' R FLASHING TERMINATE SELF SEAL TOPS OF JOISTS WIRE LATH ADHESIVE FLASHING SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS DECKING UNDER DECKING "' BOTTOM NAILING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL FLANGE SHEDDING LAPS (SEE (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER AT LOWER N05E OF rmi M.W.W.5. SELF ADHE5IVE RIM JOIST FLASHING MASONRY BLOCK WALL V SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT SHEATHING NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING3/4 �+ -1 BEAD OF CONSTR. INSTALL SELF -ADHERED 0 IN ASPHALT ADHESIVE WEEP SCREED ASTMC926 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD MAINTAIN THROUGH SELF -ADHERED METAL FLASHING 3-1/2" THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED WINDOW FLASHING BUILDING PAPER SELF -ADHERED FLASHING BUILDING PAPER TM L. UP JAMB 6". USE LIQUID NAIL BRAND / ' 7/16" O.S.B. WO SHEATHING ABOVE ROOF SHEATHING 1/2" CEMENTITIOUS ' SHEATHING DECORATIVE FINISH REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING E d� " tJ * w KEEP TOP EDGE OF WEEP LETTER ON CHEMICAL / METAL !� ZN�a `' FLASHING SCORED BLOCK COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING ° / SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO POSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD SECTION -A (SEE ° DETAIL WP02) SELF -ADHERED FLASHING / \ / ° NAILING FLANGE SELF -ADHERED'' R FLASHING DO NOT FLASH OVER i / SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS DECKING BOTTOM NAILING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING EXTEND MIN. OF 6" TEXTURED, PAINTED GALV. MTL. CRICKET AS OUTSIDE OF FLASHING j EXTER. WALL FINISH ASPHALT BASED C14j 'L' j FLASHING SPECIFIED ROOF CRICKET: 6 X 18 H GALV. SEALANT APPLIED Z BY PLAN MIN: ISLOPE Z (REQUIRED AT FLASHING CONT. BEHIND FLASHING R g , , ,,; >;, ; ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A 8 Mi LOCATIONS) Z AT ENTRY � z MINIMUM OF 6" ABOVE >;., ROOF Z SHINGLES w= VERTICAL RISE OF FLASHING AT KNEEWALL 00 6"X 18" H GALV. amu. FLASHING CONT. DIVERTER i� SEALANT FLASHING Miys ° ':'{:;>.'' °> .•.::':'` ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE ..��;;.;�':�,;;:•�. FLASHING DETAIL S FASCIA UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS '''- J J > COVER SHEET) WITH ROOF VALLEYS &ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING TEXTURED, PAINTED w/TAR BETWEEN EXTERIOR WALL FINISH °`° ° °_ FLASHING AND SHINGLES cry: '` '` 'HOLD EXTERIOR FINISH 2" ABOVE yr ROOF SHINGLE PER �E ° CONTRACT RSO A ` A AA FLASHING peGK el el CAULKING . ;;,. T'yc�syjtiG -r° < ti9� RooF :> TYPICAL ROOF TO ° qR ti �° z Si; ° �NpER�PyM0N1 \ \ EN e Gs WALL FLASHING DETAIL - F�.� °tiros 50A p41 OVRs� ppoRS� p GOURs�M�,�P40R�P CIO Go�\ RAKE METAL 22 29. 5' LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 21, EAVES FIGURE 2: WALL FINISH CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EXTEND MIN. 6" ABOVE FLASHING DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPECS. 6" HIGH DIVERTER 6°�`CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHINGGALV. 'L' FLASHING UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TYPICAL. TRIMMED SHINGLE CERTAINTEED CORPORATION. R00FING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE it. REMOVE FASCIA 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH 0 IN JOINT ONLY WEEP SCREED ASTMC926 0414,4mm 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 JOINT ONLY WEEP SCREED ASTMC926 APPROVED WEATHER -RESISTANT MAINTAIN APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN METAL FLASHING 3-1/2" MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER WEEP SCREED BUILDING PAPER — WEEP SCREED L. 7/16" O.S.B. / ' 7/16" O.S.B. ' SHEATHING ABOVE ROOF SHEATHING 1/2" CEMENTITIOUS ' SHEATHING DECORATIVE FINISH E54 o`er Co E d� tJ * w KEEP TOP EDGE OF WEEP METAL !� ZN�a SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" x ca JOINT ONLY WEEP SCREED ­�- EST. 1994 F�— U �0 oN MAINTAIN O Jml�� METAL FLASHING 3-1/2" BOTTOM OF cq 0(j�M UNPERFORATED FLANGE 7/8" �� WEEP SCREED — WEEP SCREED L. 11/2" TO 2" Lo ABOVE ROOF 1/2" CEMENTITIOUS 0v_ O SHEATHING DECORATIVE FINISH CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK IST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 0 ,® ®. • ALL INSIDE AND a,0'®• ®°o OUTSIDE CORNER sm® } ° ®®•p WILL NEED TO BE ®®•®®� MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN °P•®®. ° ° SEALANT USING ®° VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED `®•®® BLOCK FLANGE 1/2" WEEP •moo SCREED x ca 150 STATE STREET EAST OUXA"R, FLORIDA 34677 813. 92,5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CdM TAMPA • DENVER_ ­�- EST. 1994 F�— U �0 oN O Jml�� 'n cq 0(j�M �� N r L. > Cl) Lo �• • 0v_ O �•vti E54 o`er Co E d� tJ * w 0o !� ZN�a JOINTS NEED TO BE EMBEDDED IN °P•®®. ° ° SEALANT USING ®° VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED `®•®® BLOCK FLANGE 1/2" WEEP •moo SCREED *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER 0 I METAL FLASHING 1 1 1 1 \J/ \I. V/ %1.1.1 1 FLASHING DETAIL 31NEERED ROOF KUN KIGKUU I F-LAtiMINU b" iS AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW SAN ORD THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND t— LAt) H i 1\1 U C WATERPROOFING METHODS TO BE USED. V N.T.5. 395 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA"R, FLORIDA 34677 813. 92,5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CdM TAMPA • DENVER_ ­�- EST. 1994 F�— *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER 0 I METAL FLASHING 1 1 1 1 \J/ \I. V/ %1.1.1 1 FLASHING DETAIL 31NEERED ROOF KUN KIGKUU I F-LAtiMINU b" iS AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW SAN ORD THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND t— LAt) H i 1\1 U C WATERPROOFING METHODS TO BE USED. V N.T.5. 395 F — --1 LL I I _ _ J GF.I. 460" WILY ROOM 1 ROUGH -IN FOR OFT, I FAN/I.IGHT 1C. VERIFY LOCATION OF :EILING MOUNT LIGHT 'REWIRE AND SWItGH w o GF.L GF.I O GF.i. I KITCHEN OUTLET 1V4" 220 V. VENT HOOD AND MICRO TO EXTERIOR F = = = ; I C. VERIFY UNDER 1 ICABINET LIGHTING IN GF.I. J KITCHEN i 4T (34 � I— F.I. 1 :-Up y I II UTIL. 1220 V. GAL. GARAGE CLG. G.F.I.OUTLET 150 AMP. • • K 0 w DUPLEX CONVENIENCE OUTLET ELEC. ELEC DUPLEX OUTLET ABOVE COUNTER O _J co ; 0i PANEL 01.P. WEATHERPROOF DUPLEX OUTLET Ir 4/0 ALU. CABLE 0.F.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET MAIN DISCONNECTA/C METER TAMPA • DENVER —`DISC. K�r- HALF -SWITCHED DUPLEX OUTLET � SPECIAL PURPOSE OUTLET COMBO -SQUARE D 00 a LLD am AT 48 0 O i IRRIG. LLo G.F.I. I cm t J * 0 TYP. 14 AND M2 COPPER TO 49 DUPLEX OUTLET IN FLOOR REFER TO FLOOR 00 ZN2V INSIDE LIGHTS AND OUTLETS 220 VOLT OUTLET PLAN FOR NOTED AMPS. REQUIRED MAIN DISC. SMOKE DETECTORS \ I PANEL 10 COPPER TO WALL SWITCH WATER HEATER 13 THREE-WAY SWITCH UNDERGROUND COACH COACH 06 COPPER TO RANGE 14 FOUR-WAY SWITCH SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROW ROD �D DIMMER SWITCH ALSO SERVICE TO BE BONDED CEILING MOUNTED INCANDESCENT LIGHT FIXTURE TO FOOTING STEEL I WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN ELECTRICAL RISER DIAGRAM TLUORES ET FLUORESCENT LIGHT FIXTURE NOTE: 4 EXHAUST FAN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL ;p. EXHAUST FAN/LIGHT COMBINATION COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ® ELECTRIC DOOR OPERATOR (OPTIONAL) ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ® CHIMES (OPTIONAL) o R&BUT?ON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v J c/ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - LOOR:SWITCHES.... SWITCHES ...42" OUTLETS ..... 14" TELEPHONE.. J4` (UNLESS ABY COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI) 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, FaC.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 6HALL 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 15 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. F — --1 LL I I _ _ J GF.I. 460" WILY ROOM 1 ROUGH -IN FOR OFT, I FAN/I.IGHT 1C. VERIFY LOCATION OF :EILING MOUNT LIGHT 'REWIRE AND SWItGH w o GF.L GF.I O GF.i. I KITCHEN OUTLET 1V4" 220 V. VENT HOOD AND MICRO TO EXTERIOR F = = = ; I C. VERIFY UNDER 1 ICABINET LIGHTING IN GF.I. J KITCHEN i 4T (34 � I— F.I. 1 :-Up y I II UTIL. 1220 V. GAL. GARAGE G.C. VERIFY LOCATION OF ADDITIONAL OUTLETS IN 2200 NON -WET AREAS DING ")Z • TITLE • MAIN FLOOR ELECTRICAL as° PLAN #16-1395 - MAIN FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4A CLG. G.F.I.OUTLET 150 AMP. • • K 0 w FOR GD. OPENER ELEC. ELEC O _J co ; 0i PANEL METER Ir OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL W.P./GRI. FOR I TAMPA • DENVER 1 I GF.1• TDD. SERVICE 00 a LLD am AT 48 0 O i IRRIG. LLo G.F.I. I cm t J * 0 AT 48" I 1 00 ZN2V VERIFY SMOKE DETECTORS \ I F_ — — — — ( __ _ TO BE HARD -WIRED COACH COACH LIGHT LIGHT G.C. VERIFY LOCATION OF ADDITIONAL OUTLETS IN 2200 NON -WET AREAS DING ")Z • TITLE • MAIN FLOOR ELECTRICAL as° PLAN #16-1395 - MAIN FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4A • • K 0 w Jr0 o lQ O _J co ; 0i to �y�M OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL N W W W.DAVISBEWS.COM TAMPA • DENVER Lo LL co • 00 a LLD am 0 O LLo cm t J * 0 00 ZN2V G.C. VERIFY LOCATION OF ADDITIONAL OUTLETS IN 2200 NON -WET AREAS DING ")Z • TITLE • MAIN FLOOR ELECTRICAL as° PLAN #16-1395 - MAIN FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4A DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 G.C. VERIFY LOCATION OF ADDITIONAL OUTLETS IN 2200 NON -WET AREAS DING ")Z • TITLE • MAIN FLOOR ELECTRICAL as° PLAN #16-1395 - MAIN FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4A ELEC I fRICAL <E�r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER *.P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH Ip DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q EXHAUST FANLIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sn SMOKE DETECTOR s� S OKE / C rORBON MONO. ON . COMBO DETECTOR (OPTI TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER _ ELECTRIC PANEL J� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\ ROUGH -IN FOR OPT. CEILING FAN V J c/ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE 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 N.F.PA.10, N.E.C. 2011, FB.CR - 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 ALAR15 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MASTER SUITE ROUGH -IN FOR OPT. FAN/LIGHT I l \ \ / G.C. VERIFY LOCATION AND HT. FOR ADDITIONAL OUTLET \ \ \ \ CLEAR PKT. ROUGH -IN \ SD LIGHT AND FOR OPT. \ G.F.I. W.P. SWITCH IN I FANLIGHT J © �` ATTIC — — u SIl-PING L — — — J HORIZ. — — — — — — MAKE-UP LIGHTS w.P. 3 CM SD M. BATH ,oE 'O' 1 DO UN T I I 6wil 1,H o� 3 .Q. / I DOWN TO IFI SWITCH BEDROOM 2 ROUGH- IN<\ ;Q1 ATH 2 FOR oPr. FAN/LIGHT \ \/ \i / GF.I. HORIZ / LIQ S P I SD ----- 1----- --I — CM SD SD SD / E ROUCsH-IN FOR OPT. / FANLIGHT <\ ROUGH -IN BEDROOM 4 FOR OPT. FAN/LIGHT BEDROOM 3 G.C. VERIFY ALL SMOKE DETECTORS i TO BE HARD -WIRED ------ — — -I • JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED X W DAVIS BEWS DESIGN GROVP too 0 EST. 1994 J LO 0 J cc') O 's CO N r N LM 0 0 '0.5-~ 0-i co iLY w L0 0 O 0 ov • JOB NUMBER 26002.065 • CAD FILE NAME LOT 104 TB ISSUED 04-27-16 REVISED 2200 �l�;�rlNcTITLE • UPPER FLOOR ELECTRICAL PLAN S A N F FRI1) - O #16-1395 UPPER FLOOR ELECTRICAL PLAN SHEET ' GARAGE RIGHT 4B DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DE % VER. EST. 1994 2200 �l�;�rlNcTITLE • UPPER FLOOR ELECTRICAL PLAN S A N F FRI1) - O #16-1395 UPPER FLOOR ELECTRICAL PLAN SHEET ' GARAGE RIGHT 4B GENERAL NOTES BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND SPEED (ULTIMATE) 139 mph INDEX OF DRAWINGS 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED WIND REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED IW - WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" !MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER V IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SHEET SHEET TITLE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/21"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Wine U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 . SISTANT BOARD FOR 24" O.C. FRAMING UNLESS 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. Y16" LINO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION MINIMUM G50 ZINC COATING 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). � p THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE S2 FOUNDATION PLAN F_ PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. Z 0 J � ESTABLISHEACARE)D FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S3 DOWEL PLACEMENT PLAN S W W CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. Z �(j)OC Z 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING P LAN Z WLL �Q W ~ O I` CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES S4.1 NOTES & CONNECTOR LEGEND � C.q STRUCTURAL ENG: BED / BAD 2500 PSI, A SLUMP OF 4 PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR . _....._.. -- - -- V -STRUCT: AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT S4.2 /� /-► ROOF FRAMING PLAN QC CHECK: U) JOB No TM - 2152161 SCA 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR AS INDICATED q q # 1 6 1 3 9 5 W � DATE: 05/06/2016 1 CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR S D 1 FOUNDATION DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN S D2 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE - ---- "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS SD5 TWO STORY DETAILS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF �n BOLTS AND THREADED RODS OR BETTER TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. GG S Dv v TWO STORY DETAILS il��ll/0 CL CD >7j ti 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 (U.N.O.) TRUSS ��ve����i J 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS OF TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF ST1 STAIR DETAILS "� p.�-°°°,,,°° i�� cc Q i�� U) o Z FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE DL = 7 PSF TYPE ROOF COVER) ?,•' N HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE (SHINGLE DL = 15 PSF WEIGHT CLAY TILE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (LIGHT q UPDATES R W � �_� � Q 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) fl? * _: Z OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ° U f- � Q <L W ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: • O ` J MASONRY WALL CONSTRUCTION a)FLOORS =4o PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION °. '°° •° �: � 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF ° ° • • • ���'' CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF 1 5/12/2014 CREATED ELEV. A,B,C & A BONUS cti u ///till e0 PSI (fm = 1900 PSI) E.) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: A)FLOORS =15 PSF ADDED ELEV. C W/ TRUSSWAY TRUSSES PER LOT , 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. 2 1/6/2015 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS TB 41 - RLB �A� SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS 3 ADDED OPTIONS POCKET SGD @ DINING & SITTING 4/10/2015 w w a7 � j N FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING ROOM#2 MASTER �.,7 0 PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE ADDED ELEV. B W/ TRUSSWAY TRUSSES PER LOT �. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 4 6/8/2015 ITB 0 z O WALL AT THE TOP &BOTTOM & MAXIMUM TO U.N.O. TOMVERITCALLY. TIES A THE FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" SYP #2 -101 (TL/CC/JV) o WALL FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 POSITIONERS IN MIDDLE OF BLOCKING w/ (3) 12d TOENAILS EACH END. "X" 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. TRUSS BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. "X" SPAN 10-0" MAX AND 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND TR MEMBER w/ 3 12d NAILS. SPACE BRACING ALONG TRUSS USS O @ U COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ►"",,fir- " O ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST SPACE PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS (24") -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS G 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). U) CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 LD 0 `t CONSOLIDATION. BEHIND THE TRUSS VERT, RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND SPEED (ULTIMATE) 139 mph DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED WIND REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" !MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER V IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/21" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/21"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT: PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Wine U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 . SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. Y16" LINO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA 4O O (+) 21.2 (+) 21.2 10 (-) 22.9 - 28.3 ., _jcoWZXo 0 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (- 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" c) LL0 _ o (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „I 55 Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Is strictly prohibited. W� N p O W co E fAZ� cg � 8 o c� J C�Q0o��.=_ Z0� O ., _jcoWZXo 0 CL =aOpCO caa ZQDc F -Z E c) LL0 _ o Q Q a i� W D ZOW04 N AA O U O W VJ ♦�^ x W � p F_ Z 0 J � yQ w S W W �(j)OC Z 0 Z WLL �Q W O I` C.q STRUCTURAL ENG: BED / BAD --- - - _ DRAFTING: . _....._.. -- - -- -STRUCT: JRH OF�0 QC CHECK: CC JOB No TM - 2152161 SCA LE. AS INDICATED q q # 1 6 1 3 9 5 DATE: 05/06/2016 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. FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— 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 30'-0" 01 EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. IX 15'-0" 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 13'-8" 2 -STORY FTG. 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 2 2 A/C PAD MF01 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 F08 SD1 SD1 �' 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 V■ ■ THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. Uj MF11 I SD1 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. F08 ILL8, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 9SD1 I U o } SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE -4" FIN. FL� MF01 0 I AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION o a SD1 F INSTRUCTIONS. 2 -STORY FTG. ( N ■ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W 3 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED I DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO I DETERMINE STEP LOCATIONS IF REQUIRED I11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND LAP I / ■ • • _ ■ ■ 0'-0" FIN. FLR ■ FOOT NG ST EIP DOWN AND CORNER INFORMATION. ON. FOR STANDARD ' >�'►�������' • •. • • • %0////''',' LOW i� MF11 MF01 L_ 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE •�-� ti;'* SD1 SDI SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH c�'t �9; ��li U) Z 3 1/2" THICK CONC. SLAB W/ 6X6 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION : Z ,� U) V W/1.4 XW/1.4 W.W.F. OVER 6 MIL _ W p•FD 14'-9" VAPOR BARRIER OVER 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER: 43 F- Q I _ COMPACTED FILL. ■ COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS �L' � C) 0 v FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �Z o I PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ,� °•• 5,a , Q W ■ I CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ~�j�/ • • • • �� JO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.LL �O I SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, X`�� MF01 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 24"x48"x12" dp W/#5's DETERMINED BY ASTM -1557 (MODIFIED PROCTOR ). I 8" x02". EA. WAY SD1 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS MF01 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 SD1----- PSF. � 0 (� ' I 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO ' G J ■ DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE O ( �' ro ■ STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND N 13'-2" 16'-10" FOOTING SIZES PENDING DEPTH OF STEMWALL. (plop.J ` 6 T- 6 Sob FOOTING SCHEDULELL pq o ■ r 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. c� c i O ■ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. I BARS & 3" MIN. COVER TO EDGE OF CONC.�� U N 1'-2" 241.x24"x12" dp w/ #5's EQUALLY SPACED EA -5' 6'-9.. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. ■ BARS & 3" MIN. COVER TO EDGE OF CONC. O Q 1 I I I ■ 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. of 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. III Q b o BARS & 3" MIN. COVER TO EDGE OF CON". to N 30"x30"'x12" dp w/ #5's EQUALLY SPACED EA. ■ � � ■ 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. I BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 7 I OCOVER TO EDGE OF CONC.MIN (6) # 5 E.W. Z RIZ. CLEARANCE BETWEEN 8'-8" 2.6 1 I BARS & 3" MIN36"x36"x12" dp w/ #5's EQUALLY SPACED EA. �, z 2 -STORY FTG. T-6" 1 17'-10" O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. J �� o ►�'a ■ BARS & 3" MIN. COVER TO EDGE OF CONC. 0.� Cc) 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. w -' 0 W N %3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 06 W Z J U BARS & 3" MIN. COVER TO EDGE OF CONC. �h- Z . L,. °' d) F05 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. o O CD U 0 0 ' .5; ■ l I MF11 SDI F03 1- L "% 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z O w Z co d SD1 BARS & 3" MIN. COVER TO EDGE OF CONC. o J W ►- r; 2 SD1 54"x54"x16" dp w/#5's EQUALLY SPACED EA. z)Q O p a- v ■ ■ ■ ■ 4.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Q (/) p = � W w o I ■ BARS & 3" MIN. COVER TO EDGE OF CONC. p`" Z Q 0 t i Z Z E I I 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 0 OwQ� O 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W.N Z ¢ O ED - PAVERS O BARS & 3 MIN. COVER TO EDGE OF CONC. � H -4" FIN. FL R F- I w z 0 W LL N Q LO 4"FIN. FL �� SYMBOLS LEGEND I-� Q o 2 F- 2 I INTEGRATE o I■LL _ COLUMN INTO a U F-VMAIN HOUSE I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. o ) j ■ n. ro TO TIE BEAM (8'-0" O.C. MAX U.N.O.). c W • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. N TO TIE BEAM. 1'-4" 6'-0" } W,J FILLED CELL WITH NO REINFORCEMENT. a' O SD1 m INDICATES GR F02 I � ■ SD1 N 9p, 0 22'-0.. 2 -STORY FTG. r 2 I— rl Z O ■I ■ 0 —1 0 1�V// �1/ w • LIN �•�4 LL L(. Y �■ Y • ■ • ` IOC UJI p 1 0 MD01 MF13 MD01 Z SD2 SD1 SD2 Z 8'4" 16-0" 3'-0" 1— 0 Woo -- 30'-0" n Q W = O F- STRUCTURAL ENG: BED / BAD DRAFTING. -STRUCT: JRH ---- SA±II OfiiG�i QC CHECK CC o JOB No. TM - 2152161 z1N — -- -- -- SCALE: AS INDICATED DATE: 05/06/2016 FOUNDATION PLAN - 1/4"=1 1 -0112 _ 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. ■ INUIGA 1 t5 CUKUU I I ILLtU GILL VVI I H (1) VtK 1 .;F5 GUN 1. 1- 1 U. Q TO TIE BEAM (8'-0" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. _....... - ... _- m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 1._0.. 1._0.. F — — — -I 1._0.. I 14'-0" 3'-10" 5'-4" 3'-10" Z 0 9 o—_ a ■■ :■ ■ ■Fff ■■ ■ U (1) #5 @ TOP, BOTTOM & W (1) CONT. #5 FROM MID -HEIGHT OF 0 `o COLUMN A TIE BEAM TO FOOTING o Y 0 on O ■ a co O .. Q z MASONRY WALL O M (1) #5 @ TOP, REINFORCING PER W oo N o BOTTOM & PLAN(TYP). ■ I � I I I I MID -HEIGHT OF �z •° COLUMN ■ • • so IN ■ o LID Obi I lllll y0 a 0 y�6/// �! 3'-4"$'-10.. 2'-0 M FILLED CELL J ,, 6 w 40 Q" �� Q PLAN VIEW SECTION VIEW - C 0: =a W ■ O / \ o a - T LL N VOD V -� `° .� MASONRY COLUMN •®ter.•+• �\` zo Jn TIE IN D1-011 o 0 I ■ I O M I I I I I N � ,a [D (D I r —I -, ■ I I I I O N � L —I—� —I—i II z ■ II 0 �_� Fn C-) (CE, ::I v - W N ■ -- r�. 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CC C� C � OB No. -- ----- # 1 6 1 3 9 5 s= JTM - 2152161 SCALE: AS INDICATED DATE: 05/06/2016 DOWEL LAYOUT PLAN- 1/41f=jV_0113 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z _O F_ 1 II � /,;-s10 I U SD5 I W L WIN ■ ■ �.:.,_ F01 F01 GE01LLI SD3 LD02 WS11sl D'- SD4 SD5 F01 Ln F01 ��0\1 I IIII///��,cod 00 F01 P!. ■ WOO.' l(o ,� % sem' z C04III RLIFASTEN COLUMN TO ■ .. � :o 0 U M CMU w/ (4) 1/4.. x 6„ ..4� e.., F12 LD04 S10 FLAT -HEAD TAPCONS, F02 • V a _p ` p SD6 SD5 EVENLY SPACED. •+, ZLes cN: e Q 0 F12m F02ILL /� "• • ° �Q, `e`er`°° W- F12 S4 F02 SD5 \/ c` F12 F12 ABU66 @ F02 BASE Q�'�` o o w z ® F13 M LTT20B @ BASE ■ rn o o ... O F03 F03 She U ■ q BW1 � O,�yt^� F04 CoCIO 1 � ii WF02 F04 � I I I WF02 SD6 05 I I ■ SD6 i a z M s I0)1 j j I Q A I ILL I I I _I� ■ —� z ■ I i F06 F 7 ��nn tion V W J � o r~ N F03 L_—J z 0ujZ1 `- n 06 LU BW1 A I I I C (�QO�Uj °c_' ■ F03 I ( CIO cn SD4 SO /L v 02 C05 — o I—N_�-� c LD_jWRz Wp 0 N �o=0�� ■ WF02 MD03 a � ZQ=��Z SD6 SD2 BW4 L_ = ��// z LL OWp��a F1 /+� LU i■ ---I- O opLij s"¢ LD04 F11 J R45 SD6 aH F11 LU o W� J16 LD02 3: SD4 F11 ■ � � T- �..� J15 I — FML - F11 to ,n m r, V T_ F11 WS 11 � 0 F11 SD5 p 11 WS11 PRE ENG. TRUSSES PER PLAN- r SD5 F11 RECESS FLOOR TRUSS 8" FOR �. FLOOR SHEATHING BEARING ON TOP OF BEAM O 0 PER PLAN a J F11 WF15 11'-0" TOP Vi I LL! SD6 / `� __ OFTRUSS �"' FB03 Z � CO3 S15 GE01 �� �� Z L - esSD6 HSD3 —_ �u� __ 9'-4" BTM. O10 - OFTRUSS LU Q W _ 0 0 0 0 0 o PRE ENG. TRUSSES SD5 -> > > > -> BEYOND 9'-8" BTM. AlkH lig OF BEAM SD01 BEAM PER PLAN Q. SD4 C'i STRUCTURAL ENG: BED / BAD BEARING DETAIL ����1�A DRAFTING: 3/4" = 1'-0" NF tj, 52 -STRUCT: JRH QC CHECK CC JOB No. TM - 2152161 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN- 9 DATE: 05/06/2016 � NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/411=11-011S4 _, , 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. r, BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) OK OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. OR ENDNAILS OR ENDNAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN 1'-0" TO 3'-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED 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. 3140 3140 GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8, %Z" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING 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. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. 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 AND WILL ;NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) V O - 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. T' EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED 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. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. V O - O H10A 1340 - STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. T' EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)E" 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 GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 21" 10d .148" x 3" 12d .148"x31" 16d .162" x 32" 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 w/(7) 10dxll" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)1Od NAILS & (14)1"x22" aMETA16 1 META20 w/(7) 1 O x 11" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 W F (1)ply TRUSS (10)10d x 1j' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 11' NAILS OR �I_ -coF 3: I_ LL H10A 1015 H10A 1340 J� (2)ply TRUSS H1OA-2 w/(18) 1 O x 12" NAILS FRAME TO FRAME H1OA-2 1070 H10A-2 1245 HTS20 w/(24)1Od 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 (2)HTS20 w/(24)1Od x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 D MTS12 w/(14)10d x 11" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 81 MGT w/(22)10d E" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT .1 NAILS & (18)4'x24' TAPCONS HTT4 w/(18)16d x 221NAILS & a EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 11 HTSM16 w/(8)1Od NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS;& a' EPDXY ANCHOR w/SIMP. SET "COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 21" NAILS WE" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 13" 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 - - 0 0 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. H1 OA FOR SINGLE PLY, OR H1 OA -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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS elf Ln Lq e - to TO POST: SIMP. HTS20 OR LSTA18 i. J a z TO BEAM: SIMP. HUC48 w/(14)16d NAILS U) (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1Od NAILS & (14)1"x22" O PLATE TAPCONS J LL ON MASONRY: SIMP. META16 ZUI-pVr 0o 3 ., TO POST: SIMP. HTS20 OR LSTA18 W Q0Zav U TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 02o�02CTL- PLATE NAILS & (18)4'x24" TAPCONS �I_ -coF 3: I_ LL ON MASONRY: SIMP. META16 J� TO POST: SIMP. HTS20 OR LSTA18 C/]N TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d a PLATE 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 B3.5xl 1.25 (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/ 18O 16d & (10) 10d NAILS B3.5xl 1.875 (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 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY, SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 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 BU i IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE 1S 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 TBO1/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: W Q O CL 07 0 A11W U� C M oo U' c O 0 M C) O 0 am $ 0 elf Ln Lq e - to a- 00 i. J a z U U) ® 0 J W D Z F_ cn- r O L (�Q6�Uj� c J LL Z Z U� C M oo U' c O 0 M C) O 0 am $ 0 elf z 0 1-- U Fn � LUJ��~ ` W D Z F_ cn- r O L (�Q6�Uj� c o Z Z ZUI-pVr 0o 3 ., W Q0Zav U 00J 02o�02CTL- �I_ -coF 3: I_ LL J� CIf z0°0N04 a C/]N G a Wo =z V E Ll 0 H QQ_j CO) 10 L � W - 1 �2z 0 W � Q W _ O �st- d. STRUCTURAL ENG: BED / BAD ADRAFTING: -STRUCT: JRH QC CHECK CC JOB No. TM - 2152161 SCALE: -- AS INDICATED--- NOTES & CONNECTOR LEGEND - DATE: 05/06/2016 1/4"=11-011 (SANFORD) � S4,1 '/1 ,4' f FSA 11��� #1 1395 99 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. STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR AS06 WS SHEATHING IS NOT CONTINUOUS) STRAPS REQ. SD5 SD5 STRAPS REQ. OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z 0 0 0 0 0 0/ /9k% �Q.�n' SHEATHING IS NOT CONTINUOUS) 0 tiro J01 J02 J03 A WSTRAPS EA.S06 SIDE OF WALL SD5 WSTRAPS EA. S06 SIDE OF WALL SD5 X ri J03 WSTRAPS EA.S06 SIDE OF WALL SD5 J02 J01 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. J01CD V W EXTERIOR FRAME WALL o J02 I ' V C H E D V L E (TAYLOR MORRISON) R26 WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING --.-- --- ---- --- - R27 INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W R28 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX R29 ��,�\\\\11111 f I I11 //��j���/// LH � 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX «,,•.•`•••. /iii n' ori° R29 EXTERIOR FRAME WALL NOTES „" ' � '� ¢ o 8 ci � CO R29 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED aC•- p TO BE WITHIN THE WALL END ZONE, SEE CHART ABOVE FOR ". Gj� Z REQUIRED STUD SPACING.Q 0 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS pia �•�•"•. • .k• • • ����` R30 & NAILING PATTERN. %��I1I11I11111N`\\e��\ 4 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE R31 NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS O R32 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE Gay' 1r, MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS I,',P' N 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY, Q R33 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. o R34 0 U c O 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B' R34 S06 a R33 WSTRAPS EA. ^ � SIDE OF WALL /r1 �Ir R32 m S06 R46 SD5 c.> WSTRAPS EA. R47 SIDE OF WALL Z R48 ra Q U' o nJ wJ�,o� W J CN ~ R48 0wzU-j 0 D ( QO _� O z (7�c y ZUI—p oo 5 R48 c P O0 LU z_ C J W W Z W o C G �Q00 0 R48 & Z¢'MW�Z co O0awzo U U-0= R49 LL Q 0 2 a N J J V" ZOUN�C R49 L~—.. O � � O oLu R49 W L.L R50 A R51 J03 J02 51 r J01 D Q � to WWwF 1 -- OHC) r ao ao 00 aoems' �,6, Vj Z m O z �w>-w.O — fY STRUCTURAL ENG: BED / BAD DRAFTING: �,V1Lb/NC A -STRUCT: JRH SANFOI.RO QC CHECK CC F� JOB No. TM - 2152161 SCALE AS INDICATED 1 _ DATE: 05/06/2016 ROOF FRAMING PLAN_ _� S4.2 NOTE SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4„-1,-0„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .d FrI 04 01� Al I 1 . . . . . . . . . . . 011- C, SIDE OF WALL 1 io NMI 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. J01CD V W EXTERIOR FRAME WALL o J02 I ' V C H E D V L E (TAYLOR MORRISON) R26 WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING --.-- --- ---- --- - R27 INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W R28 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 914" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX R29 ��,�\\\\11111 f I I11 //��j���/// LH � 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX «,,•.•`•••. /iii n' ori° R29 EXTERIOR FRAME WALL NOTES „" ' � '� ¢ o 8 ci � CO R29 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED aC•- p TO BE WITHIN THE WALL END ZONE, SEE CHART ABOVE FOR ". Gj� Z REQUIRED STUD SPACING.Q 0 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS pia �•�•"•. • .k• • • ����` R30 & NAILING PATTERN. %��I1I11I11111N`\\e��\ 4 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE R31 NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS O R32 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE Gay' 1r, MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS I,',P' N 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY, Q R33 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. o R34 0 U c O 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B' R34 S06 a R33 WSTRAPS EA. ^ � SIDE OF WALL /r1 �Ir R32 m S06 R46 SD5 c.> WSTRAPS EA. R47 SIDE OF WALL Z R48 ra Q U' o nJ wJ�,o� W J CN ~ R48 0wzU-j 0 D ( QO _� O z (7�c y ZUI—p oo 5 R48 c P O0 LU z_ C J W W Z W o C G �Q00 0 R48 & Z¢'MW�Z co O0awzo U U-0= R49 LL Q 0 2 a N J J V" ZOUN�C R49 L~—.. O � � O oLu R49 W L.L R50 A R51 J03 J02 51 r J01 D Q � to WWwF 1 -- OHC) r ao ao 00 aoems' �,6, Vj Z m O z �w>-w.O — fY STRUCTURAL ENG: BED / BAD DRAFTING: �,V1Lb/NC A -STRUCT: JRH SANFOI.RO QC CHECK CC F� JOB No. TM - 2152161 SCALE AS INDICATED 1 _ DATE: 05/06/2016 ROOF FRAMING PLAN_ _� S4.2 NOTE SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4„-1,-0„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO AT CORNERS PRECAST "U" GRADE 60 METAL LATH OR BEND 0 LENGTH 14, VERIFY THE GROUT LENGTH PROVIDE LINTEL W/ 3000 "A" WIRE SCREEN NO a ` IS LEVEL WITH TOP AL SHEAR WA STANDARD #5 psi CONC. PER 17/8 OVER COURSES 15 21/4 OF BLOCK FOR 91/4 HOOK BAR. LAP LINTEL PLAN. IF 21/2 NOT REQ'D TO 91/2 20 3 PROPER TRUSS/ 121/21 OTHER BARS INTO REBAR IS 31/8 BE FILLED. 113/4 25 TYPICAL TRUSS ANCHOR PER PLAN FLOOR SYSTEM 151/2 CORNER AS REQ'D INDICATED IN 33/4 (SHEET METAL & 14 30 41/2 BEARING (MIN 3") 181/2 36 #7 LINTEL, #5 TO BE 9 13/16 16 1/2 PAPER FELT 51/4 .913/16 21 3/4 PROVIDE SCREEN WHEN BLOCK BELOW IS 0 110/0 450/0 824/0 HOOKED INTO 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED PROHIBITED) 8R22-1B/8R22-OB 10" HOOK STRENGTH = 1900 PSL NOT REQUIRED TO BE FILLED 1694/1694 3725/3280 5499/5421 SIDE VERTICALS '. 2'-8" 1425/1425 3343/3280 4933/4933 STANDARD 90 DEGREE HOOK 6. 270 LOW RELAXATION, 7/32 WIRE PER ASTM A510. 3'-0" 1230/1230 2769/2769 4085/4085 T-4" 1081/920 CL 4085/2839 TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL LINTEL .44 4'-4" 846/833 2121/1716 3127/2839 .° 664/572 1761/1761 2595/2595 LINTEL 4. 6'-4" _ �: 1539/1539 1329/2267 MARK ° _ ate, _ T-4" _ _ :.• 1964/1552 r BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 8'-4" 415/235 1152/11 52 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 81716-1B/1T � REBAR OO 8178-1B/1T QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8RF14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O �1 a'e 8F16-1B/1T LLz LL E 8RF14-OB/1T Ar O 8F16-0B/1T 1-1/2" CLEAR ° °I' e 0 z W �. J a 1A I I' 0 H 8F20-0B/1T U Q Q C.M.U. W 8RF22-1B/1T M ° GROUT ° ° ° 0 8F24-1B/1T z ° #5 REBAR AT BOTTOM OF LINTEL im CAVITY BOTTOM REINFORCING PROVIDED O 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) O ` 8" NOMINAL WIDTH ' FILLED ROUGH OPENING PER PLAN 0 8RF30-1B/1T ,� —: d O 81732-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T (V °. . F W c7 z '" #5 REBAR AT TOP MIN. (1) REQ'D � 0 81732 -0B/1T STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) _ U Q z C.M.U. ° '. O 8F38-1B/1T #5 DIA. REBAR °.' I. • a .I ° LOO 0 8F12 -1B/1T Z in BOTTOM REINFORCING PROVIDED L O 8F40 -OB/1T w Q' 4- °' O Q °°� ° 4 14 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT aa °. FILLED CELL AND REBAR (TYP). MORTAR A �. el' JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1 �-o.. 13'-8 3'-2" 3'-2" F O O SEE PLAN FOR TOP OF WALL AND LINTEL INFO 00 .. bo LINTEL PER TRANSOM OPENING FRAME INFILL AROUI�O . WINDOW BY BUILDER 15... �' ` SEE FOUNDATION SEE WF01/SD3 FOR PLAN FOR FILLED CELL / MORE INFO INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. ` (2) 2X8 WOOD HEADER .a TURNED SIDEWAYS. - FIRST PLY 2X8 TO C\I .,� °.p ., ,•• +' , MASONRY WALL W/ " O DOOR OPENING SIMPSON HUS26 HANGER M @ EA. END. W/ (6) 3/16" Ox :F 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. AD�O�LINTEL W/ TRANSOM DETAIL - SCALE: 3/4" = V-0. N O M ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH 14, BEND 0 LENGTH r: STANDARD LINTELS "A" a . NO a ` ' ° TYPI AL SHEAR WA L SEGMENT #3 17/8 41/4 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 4- °' O Q °°� ° 4 14 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT aa °. FILLED CELL AND REBAR (TYP). MORTAR A �. el' JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1 �-o.. 13'-8 3'-2" 3'-2" F O O SEE PLAN FOR TOP OF WALL AND LINTEL INFO 00 .. bo LINTEL PER TRANSOM OPENING FRAME INFILL AROUI�O . WINDOW BY BUILDER 15... �' ` SEE FOUNDATION SEE WF01/SD3 FOR PLAN FOR FILLED CELL / MORE INFO INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. ` (2) 2X8 WOOD HEADER .a TURNED SIDEWAYS. - FIRST PLY 2X8 TO C\I .,� °.p ., ,•• +' , MASONRY WALL W/ " O DOOR OPENING SIMPSON HUS26 HANGER M @ EA. END. W/ (6) 3/16" Ox :F 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. AD�O�LINTEL W/ TRANSOM DETAIL - SCALE: 3/4" = V-0. N O M REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE STANDARD LINTELS "A" a . NO -SHEAR WALL T OPENING ` ' ° TYPI AL SHEAR WA L SEGMENT #3 17/8 41/4 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE STANDARD LINTELS "A" "BII "C" �7.I "D" "All 11611 IICII 11D11 #3 17/8 41/4 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 .81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 .913/16 21 3/4 42 W Q O O L.1. U) 0 W 1.11111111 opo cz Q O lv to °. (� (n Z �" �� U5 r Ind r _j i �'•° o z o O z .. .� X 0 LL 111\\�®�,` I�w N,0 N o CIOO - o 0 0 a U w" w I Z rS uj-'— Z OwM E 06WZcoJrn q f— z o U' Q2� c 02 J ZU�o�� a. A JWW ZW p V �QOomo 0 ox J z?=F-Lz0 w O Q � 0 pc W ~� �NJ vE_�i J O0VN`� o Lj W 164 0 o Z �r F Oa0 O OWp ME ZOC IM O 0`Z _ 6'-0" W >- W cr) 0 -- #3=2�2' # 1 6 1 3 5 7Y U U ° • UT e • < # _ .� " P 0 STRUCTURAL ENG BED / BAD = 5 D AFTIN • A #7 = 3 /2 MIN. STRUCT: JRH • � .<., •' "B" � n QC CHECK: CC . ° 16 -0 a JOB No TM - 2152161 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED LINTELPLAN DATE: 05/06/2016 D08 REBAR SPLICE DETAIL 1/8"=1'-0" SCALE: 3/4" = 1'-0., 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2661 6113/3820 8974/5961 10000 / 8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991 /991 2661/2143 5681 /2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 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 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL 2, f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 22'-8" 0 110/0 450/0 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION, 7/32 WIRE PER ASTM A510. 3'-0" 1230/1230 2769/2769 4085/4085 T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 LINTEL F =FILLED WITH GROUT / 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 8'-4" 415/235 1152/11 52 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 81716-1B/1T OO 8178-1B/1T QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8RF14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT NOMINAL WIDTH O 8F16-1B/1T TYPE DESIGNATION E 8RF14-OB/1T O 8F16-0B/1T 1-1/2" CLEAR 0 8F20-IB/1Tyj x #5 REBAR AT TOP MIN. (1) REQ'D 0 H 8F20-0B/1T U Q Q C.M.U. O 8RF22-1B/1T M ° GROUT 0 8F24-1B/1T z ° #5 REBAR AT BOTTOM OF LINTEL im CAVITY BOTTOM REINFORCING PROVIDED O 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) O 81724-OB/1T 8" NOMINAL WIDTH FILLED 0 8RF30-1B/1T O 81732-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T (V °. . F c7 z '" #5 REBAR AT TOP MIN. (1) REQ'D � 0 81732 -0B/1T U Q z C.M.U. O 8F38-1B/1T LOO 0 8F12 -1B/1T Z BOTTOM REINFORCING PROVIDED L O 8F40 -OB/1T 7-5/8�ACTU IN LINTEL (VARIES) Uw 8F8 -0B/1T 8" NOMINAL WIDTH UNFILLED 0 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ` LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY AROVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. W Q O O L.1. U) 0 W 1.11111111 opo cz Q O lv to °. (� (n Z �" �� U5 r Ind r _j i �'•° o z o O z .. .� X 0 LL 111\\�®�,` I�w N,0 N o CIOO - o 0 0 a U w" w I Z rS uj-'— Z OwM E 06WZcoJrn q f— z o U' Q2� c 02 J ZU�o�� a. A JWW ZW p V �QOomo 0 ox J z?=F-Lz0 w O Q � 0 pc W ~� �NJ vE_�i J O0VN`� o Lj W 164 0 o Z �r F Oa0 O OWp ME ZOC IM O 0`Z _ 6'-0" W >- W cr) 0 -- #3=2�2' # 1 6 1 3 5 7Y U U ° • UT e • < # _ .� " P 0 STRUCTURAL ENG BED / BAD = 5 D AFTIN • A #7 = 3 /2 MIN. STRUCT: JRH • � .<., •' "B" � n QC CHECK: CC . ° 16 -0 a JOB No TM - 2152161 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED LINTELPLAN DATE: 05/06/2016 D08 REBAR SPLICE DETAIL 1/8"=1'-0" SCALE: 3/4" = 1'-0., 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO — (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W TIE BEAM SPLICE TO a TIE BEAM SPLICE TO a �� 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT �'� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID CELL SOLID �'. REQ'D MIN 4" BELOW MASONRY WALL MASONRY WALL W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" �� ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER - - -- -- - SEE PLAN ' SEE PLAN w > 2 1/41, CONCRETE SLAB PER CONCRETE SLAB PER — FOUNDATION PLAN CONC. SLAB PER .I z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN " ��" FOUNDATION PLAN _ g FOUNDATION PLAN w7 z z 104 2x PT SILL PLATE 2x P.T. SILL PLATE CL VARIES_ :'` Q.�:. w °- a og. > _—(�— ,ab.° _• e, ,.. a e'—a1a.b .•ae4d °— I'v.e—;.e ...•.I' 4' _---I� IU �o __ im�r I O.qb: •� I.' O _ � (nw�n go I _III ilI— — — 'I .. _. I __I I � II- -1I°:l Ia. w m 4° ' •-81..'eI" ',� +I • . i IIIe•I =8" ISIIIIaySEE PLAN d 4 , I ° . 4. 1I 1I = — II _1 11= 1 .L — I Op Op O (n a e.e1aGRADE 4 GRADE z U) w 0 _45° 0 e A. Co 9II=1 I II=I1 1- 4 b Ti IIIP-L81" I41 z I w> Z °pn' J A o o II 1 I _ Q _I I - I I—III—IIII-1I w Ilk (2) #5 BARS CONT. % — (v J16" 10. CLEAN COMPACTED(2) #5 BARS CONT. �CIRW/ 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTEDCLEAN COMPACTEDCLEAN COMPACTED W/ 3COVER, TYP. 3OEFILL @ 95/STANDARD p (2) #5 BARS CONT. w/ 3" (2) #5 BARS CONT. w/ 311 � FILL @ 95% STANDARD „ DENSITY FILL @ 95% STANDARD U COVER TYP.' AT 8 8 FILL @ 95% STANDARD COVER TYP,; AT FILL @ 95% STANDARD q Ile _4DENSITY 1 -4 DENSITY(2) DENSITY DENSITY (2) #5 BARS CONT, w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. 3 #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG ( ) SHALL BE 1'4" WIDE w/(3) #5 BARS SHALL BE 1'4" WIDE w/(3) #5 BARS BARS REQ'D &FTG TO DENSITY BE 20" WIDE LLI FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 0\\11111110///� 3/4"=1'-0" 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 VERIFY I / DETAILS FOR REQ'D CONT. BAR STEEL T/2 STORY LOCATIONS SLOPED GROUT TO DRAIN " OPTIONAL CURB BY BUILDER AINOTHER STERE P CONC. SLAB PER 8"x12" THICKENED 811 g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. w aa a Y ` .. GRADE W "4 a. a. e °. NOW min il ��a ... a. I I—III I I I_I I I—I I .., 1 e' ,rb 4 °. e e a . _ III—III—III—III='� I— — a — I I� I_I'III III II .d.. >�. aCL i I I I —1 I I ;I I I� = I I I_I I I I I I I; a a --I °. a I —I —$11 4° = I I I—III--III—I 8 I I ad �I.. .. — I _ — I ' 1 I—I 11=1 I I—I 11=1 I—I w Pill �.:. _ of _ .j I I--4 —_III 11 Li -- I 1� a a.. d. ,"i4 •p" I _ eb�.• a . s, I I = I I ___-_ •III— –III.. , I I I 1 of LU w . (2) #5 CONT. m Ov (2) #5 CONT. w/13'� — = I — 16 MIN.= I : COVER TYP. 1 -4 # BAR CONT. - -� i I— --- — (2) 5 S c� COVER TYP. -I I (—III—III—III—I (2) #5 BENT B/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP,' WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-011 ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 411 CONNECTION GARAGETOP COURSE TO BE CHAIR BLOCKS. ------_ li ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION lo CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH _ BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE e o 'e 1.41 ''' Z 4' O DRIVEWAY BY ~ SEE FOUNDATION FOR k . � > BUILDER- CONCRETE 4" �.__._ OR PAVERS PAD SIZE :a ! . M CONC. SLAB OR > w a.. UjUj dae PAVERS PER PLAN V)e o w Aa l '71) CLEAN COMPACTED FILL @ 95% STANDARD — —_ rA. 8 e = DENSITY — 1 8" x 8" THICKENED -III— 4 . L�a�,'�. •' g 3" COVER TYP. CLEAN COMPACTED, EDGE w/ (1) #5 CONT. _ d FILL @ 95%STANDARD ° b DENSITY 1- _�11 1-111— F1 THICKENED EDGE @ GARAGE DOOR AF1'kFOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=l' -O" 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 \\\ 1/err, W Ln 'V•rerr. rr ar ��/� d � ED Z VERIFY W/ DETAILS FOR REQ'D ^= 1 0 U)) w STEEL AT 2 STORY LOCATIONS - U �� U J LU O Q O. Q o •. ° d MASONRY WALL , , Z CO Z SEE PLAN e 'CONC. SLAB PER (1) #5 FROM FTG. TO LL FOUNDATION PLAN TIE BEAM MIN. 25 a4 •°a .' SLOPE ra////flltllllll\\`\\ a #5 CONT. PER MFG �, SPLICE GROUT CELL e ' b REINFORCEMENT SEE �•. °. SOLID PER PLANS 141 41 FOUNDATION PLAN d' a e.'a A .r i. FOR QUANTITY O .�, a ° THRESHOLD PER MFGMl ,l ill #5 x 25 x 2511 CORNER d. a a r a w C) ch All 4 : a BAR, ONE FOR EA. w i — —T ° ° .r= 4 ' . 0 HORIZONTAL U I— b..... ,° 1 V ", o d . je CONC. SLAB PER w I— I =1 — ELI Ell o 4 . I� ° REBAR, TYP. U.N.O. I = _� —_ y a . ' _ —� IT.. Z I — _ _ _ e a ° FOUNDATION PLAN � a ° a. .'�'a '. a '.. A. . e° e' 4 a— .- - — -, (2) #5 BARS CONT. —III=III=III III—.,, a e SLOPE 2 -STORY CONDITION PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" OR GRADE 1/4" PER WIDE FOOTING z FOOT AWAY FROM CLEAN COMPACTED FILL @ 95% STANDARD q BUILDING ELASTOMERIC JOINT DENSITY FILLER Q F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11' EXTERIOR DOOR POURED SILL fiF1' FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 U) _j c+3Z 0 r� o ,-j 01 Wn p O ui M E I-- Z - w o ( <OWc ZUI-00coo 5 o n�wZ'D w Z J W R Z W 8 U CL O U) 2 (/) zQj�WW I— OW<Luoo Q Q�0 '< .J Z DOW 04 WN¢ o W O LU = U. .J U) v — TOP (2) #5 x 4'-0"PVC OR SCH40 SLEEVE IF- -\ CENTERED AT PIPE PENETRATION Q il Ulf iG �i.. 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE LL � = � O FINISH PER ELEV. CENTERED AT PIPE CONC. SLAB PER I-� — =I I �- I � (7 1� , FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I II I- 2 Z w FINISH FLOOR ELEV. - — ° FINISH FLOOR o° _— ° °° ° ° =I I 0 Z PENETRATING • .• ' .� . GRADE PIPE —III=III= U > y 0 PENETRATING PIPE = I — _ W �- C� — .a. — e ..°.. °. — SEE FDN. Q LL1 = •• a ° PLAN FOR I -I O IIS lig LOOP TIE (TYP.) °a 1 e o 'd ° ° SIZE & REINF. I _ 11=1 � —11 PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'0" PVC SLEEVE MIN. I I= I = I= = FOOTING PER PLAN z I — — _ — — I I — I CENTERED AT PIPE cls STRUCTURAL ENG: BED / BAD _— I ==I PVC OR SCH40 SLEEVE DIAMETER TO BE 2 PENETRATION _III—III—III- I I=( ( I I=I I— I I DRAFTING: PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN — _ I-1 THAN THE FILL @ 95% STANDARD -I I_I _ SEE FDN PLAN I=I I I ° a '� _ --STRUCT:----- JRH SIDE VIEW DENSITY ; i l I— FOR SIZE PENETRATING PIPE ( ) QC CHECK: CC PVC SLEEVE —I I _ & REINF. i �������N� -- (FRONT VIEW) I ° �` _� I Jog No TM 2152161 SA�srF;'° _ _ -- 711 — — t- N4 SCALE: AS INDICATED I_ PIPE VERTICAL THRU FDN �` .. 4 DATE: 05/06/2016 ARTYPICAL FOUNDATION PENETRATIONS TI II I=1 I ITI I I=1 NOT USED # 16-1 3 9 5 3/4"=1'-0" PIPE PARALLEL TO FND D 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. ire PROVIDE STANDARD .� '. �-•_ :� .;.•-nit _ HOOK 14 W •• - . d (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL d d �1•.: �.:�., ii,: (2) #5's VERTICAL IN W GROUT FILLED CELL z � �� .: A I'� :•' ENTIRE COLUMN TO a ca BE GROUT FILLED W : ; . U.N.O. � W 4. (1) #5 VERTICAL IN hQ 0 GROUT FILLED CELL (IF 2 REQ'D PER PLAN) Ali• , 4 m O • NOTE: SEE MD08 ON m LINTEL PLAN FOR t' ADDIT'L REBAR INFO 4 DO VERTICAL REINFORCEMENT DETAIL fiDO GARAGE Bt PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=1'-0" I NOTE: CUT BACK 2x P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SPI CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HD @ 32" O.C. 3/4"=1'-0" DENING (2) 2x TOP PLATE PRE -CAST LINTEL PER W TYPICAL TIE BEAM w/ PLAN 2x6x12 P.T. CENTER NL REQUIRED WHEN SEE PLAN FOR WALL U INDICATED ON <4 #5 REBAR VERT. d ', . 3000 psi CONC. w/(1) #5 (2) 2x PT BUCKS w/ 1/2" BUCK FROM END OF WALL / FRAMING INFO END VIEW w/ WOOD MASONRY WALL. 4 I O.C. @EACH SUCCESSIVE BUCK m -�., REBAR CONT. O.S.B. BETWEEN 3/8" DIA. ANCHOR SIDE OF OPENING BLOCKING PER BRG 24" O.C. & EXT. WALL SCHEDULE - QId 4• ° STD HOOK IF DBL. NAILER IS CENTEREDUSED, 2x P.T. STUD DOOR BRACKET, EA. BASE PLATE " EMBED. FOR SOLID (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (2) 2x4 #2 SYP USE 174" x 4-1/2" THREADED ROD PER SIDE OF DOOR. FLA TBD BY BUILDER (FASTENING) ARE MET TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS TAPCONS; SEE NOTES BLOCKING W/ SIMPSON PLAN / BEARING WALL WALL SCHEDULE BLK. MAX. 6 FROM 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) COURSE W/ (1) #5MASONRY WALL PER THICK WASHER W/ EA. FOR SPACING ATTACHMENTREQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 SCHEDULE. OY TYPICAL FILLED CELL FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN W THIS CASE, 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x U J NL REQUIRED WHEN I w/ 3000 psi CONC. w/(1) U INDICATED ON <4 #5 REBAR VERT. GARAGE WALL SCHEDULE. MIN 6" VERIFY w/ PLAN FOR BEYOND FROM END OF WALL / REQ'D LOCATIONS END VIEW w/ WOOD MASONRY WALL. 4 I O.C. @EACH SUCCESSIVE BUCK W CMU WALL PER PLAN 2x6 P.T. BUCK EACH PLATE w/ (2) 16d NAILS SIDE OF OPENING BLOCKING PER BRG 24" O.C. & EXT. WALL SCHEDULE - -- (4) EQ. SPACED 2' FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN W THIS CASE, 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x U J TITEN HD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS STAGGERED @ 12' U 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ ,jk(2) - 8d EACH END END VIEW w/ WOOD (5) 3/8" DIA. J -BOLT W/ � � MIN. 1 2" EMBED. FOR 4 O.C. @EACH SUCCESSIVE BUCK W SINGLE TOP AND BASE ON BASE PLATE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ DOUBLE TOP PLATE 24" O.C. & EXT. SHEATHING INSTALLED 5-1/2" EMBED. AT EA. HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (� DOOR BRACKET, EA. BASE PLATE " EMBED. FOR SOLID (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (2) 2x4 #2 SYP SIDE OF DOOR. CONNECTION PER BRG f `gid TBD BY BUILDER (FASTENING) ARE MET TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON PROVIDE 1-1/2" x 3/16" WALL SCHEDULE BLK. MAX. 6 FROM 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) COURSE W/ (1) #5MASONRY WALL PER THICK WASHER W/ EA. TOP & BOTTOM OR a x ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S A34 OR LUS24-2 EACH FOR O.H. ANCHOR. (1st BOLT TO °� 4" TITENS w/ WASHERS SPECS CONT. PLAN END TYP. SINGLE TIE -BEAM BE 8" MAX: ABV. CURB, 16" FROM TOP AND REST EQ. SPACED BOTTOM AND 12" O.C. fiFl KNEEWALL ABOVE MASONRY WALLWO PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES _ -24" O.C.) OTHERWISE. PT BASE PLATE W o :TAIL fiDO) BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAIL 0 1/2"=V-0" FROM EA. END, CENTER LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ ,jk(2) - 8d EACH END END VIEW w/ WOOD .E 2x TOP PLATE IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE ON BASE PLATE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ DOUBLE TOP PLATE 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS 3/4"=1'-0.. 1/2"=1 '-0`: • ° ° ° ° 'LY����i LLi `n 00 SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL e _j ~ SEE TYPICAL HEADER SHEATHING 3 :RAMING DETAILS FOR TYP. TRUSS TO FRAME = 40 g. * Z� = D z TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME U_ kDDITONAL i- O NFORMATION CONNECTION PER STD. CONNECTOR CONNECTION PER "� •;'� z ����` ® 0 � STD. CONNECTOR NOTES STD. CONNECTOR 2 Q HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES �\ee� z TITHER UPSET OR EDGE AS REQ'D FRAME OUT TO BLOCK 1//011111111111%, _j 0 )OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D EDGE A U - !x W/ (2) 16d TOE NAILS TACH END 1/2" x 8" ANCHOR BOLT I (2) 2x TOP PLATE 3) 16d COMMON (2) 2x PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN = 0 (2) 2x #2 SYP SEE PLAN O.C. & 6 FROM EACH FOR BEAM SIZE ONLY END 1 IF OPENING PROVIDED C JAILS (TYP.) I (2) 2x TOP PLATE FOR BEAM SIZE A A m PER PLAN) O MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE N WALL WITH STUDS @ WALL WITH STUDS @ p•„ o 16" O.C. W/ 2 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM WALL w/ STUDS @ 16 c x4 SPF CONT. O PLATE O.C. w/ STRUCTURAL rn o STRUCTURAL FOR BEAM SIZE STRUCTURAL x C3 z 3LOCKING ATTACH TO SHEATHING ON BOTH ( SHEATHING ON BOTH ( SHEATHING FROM o C 0 /16" OSB W/ (2) 8d TOP OF WALL TO .9 SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR JAILS BOTTOM OF WALL. WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF � KNOCK OUT COURSE 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ;• ATTACHED PER Q. N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE ,.4 NAILING SCHEDULE rl ti'� U -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS BUILDER FRAME AT TOP AND SP1 CLIPS !x BUCKS, �• AT BASE ARE REQ'D 0 AT BASE ARE. RADIUS AS REQ'D � �■ Q REQUIRED FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM F0 KNEEWALL OVER MASONRY WALL 9 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" INv NAIL SCAB TO TOP IF A/C IS SUSPENDED C%) CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING ZATTACH PER NAILING � J (� ti NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE CA J � o SCAB IN EACH TRUSS ATTACHMENTS 12 Lu -J O ui ME IF NO WEB IS PRESENT SUPPLIED BY A/C SEE 06 w z U) J rn y COMPANY PLAN STANDARD TRUSS rs�. W � z _ U_tM (3) 10d NAILS TYPICAL o C7 Q O c TOP CHORD VARIES U p AT EACH TRUSS ��---"`– v� Q Z C� nA JfnxZ C U TRUSS WEBS NOT o ~ O F- �` o 2x4 'X' BRACE ACROSS Cn 0 2 0 Q- c SHOWN FOR CLARITY & J � Q O p Q- d- _ LENGTH OF PRE-ENG.TRUSS PER a Q z P w w o PLAN, 24" O.C. MAX Z ¢ � cn z z E SHEARWALL — — Q w O -------- --� 2x4 #2 SYP CROSS 0 U. ! O = 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL O 20- .0 NAIL SCAB TO TOP T (3) 12d NAILS TO RAT PER ARCHS Q LL F � F¢ - CHORD WITH (3) 10d TOP AND BOTTOM MIN � � � � �-, X N J 2 BAYS PAST A/C RUNS. TYP EACH SIDE W Z O O w N Q NAILS O A/C UNIT AND PAN SEE FRAMING PLAN J U LOCATION. MIN (3) BAY MIN, 24" BY SUPPLIER MIN. 24" FOR CONNECTION H W 2x4 BLOCKING CONDENSATE LAP W/ (2) 16d NAILS MAX 48" MAX 48" INFO BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATIONI— TOENAILED TO SUPPLIERgL EACH SIDE p•• � � o DOUBLE TOP PLATE w/ TOP OF MASONRY W 10d NAILS @ 4" O.C. CONNECTION TO BE a W i— _— _— _— _— _— _— _— _— _— _— SUPPLIED BY A/C SEE ARCH PLANS FOR _ STANDARD TRUSS COMPANY F01 DORMER FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" A 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. C 11 CHIMNEY CAP SPECS W/ 2" MIN.r I CLEAR BETWEEN FLUE WINDOW PER B LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN Z O F TOP OF CHIMNEY MIN. &FRAME a ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT 0 d -� C a CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING V) 1 L 1: NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR 1 �d PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL S W 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS 0 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS "� DOUBLE TOP PLATE 2x4 FRAMED CRICKET �I EXT FINISH PER PLAN BELOW AND CONNECT w/ HTS20 @ 32" O.C. Z CO 2x4 VERTICAL @ 24" E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FL GALVANIZED O �.,.� NAILS TO BOTTOM + +---,..._. FLASHING W > W O CHORD & 3 10d NAILS + _ 2x PLATES OVER ROOF DECK PER VALLEY H A O f� Q FRAMING DETAIL K F WALL HEIGHT S TE F MAIN FLOOR 0 (4) 16d COMMONS , . ELEV 0 -0 BETWEEN 4FT & 8FT, �, ' DOUBLE TOP PLATE B + NAILED @EACH END + CONC. SLAB - '. �k, USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND P SEE FOUNDATION • ''. _ c:� STRUCTURAL ENG: BED / BAD SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I I I_I I I_ I I DRAFTING: Hj RAFTER �, + 16d COMMONS END A 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL I I—� MASONRY WALL PER STRUCT: JRH COMMON TRUSS PER PLAN OR CONY. FRAMING w/ 1 �1 E 16d COMMONS END 2x4's I I� PLAN J� STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL v ' QC CHECK: CC FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION �\LDI/Vo JOB No. TM - 2152161 + + DETAILS FOR FTG INFO a aCURVED ROOF TRUSSES PER PLAN OR CURVED G SCALE: AS INDICATED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN 1k,y,�.:0 NAILED 6" O.C. STAGGERED DATE: 05/06/2016 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU W L SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" nq TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD OVERHANG INFO ON BASE PLATE UPLIFT CONNECTOR DOUBLE TOP PLATE '•• (SEE SCHEDULE) (2) 2x4 #2 SYP TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV. COURSE W/ (1) #5MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. CONT. PLAN END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. fiFl KNEEWALL ABOVE MASONRY WALLWO PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES GROUT SOLID o F01 DORMER FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" A 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. C 11 CHIMNEY CAP SPECS W/ 2" MIN.r I CLEAR BETWEEN FLUE WINDOW PER B LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN Z O F TOP OF CHIMNEY MIN. &FRAME a ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT 0 d -� C a CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING V) 1 L 1: NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR 1 �d PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL S W 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS 0 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS "� DOUBLE TOP PLATE 2x4 FRAMED CRICKET �I EXT FINISH PER PLAN BELOW AND CONNECT w/ HTS20 @ 32" O.C. Z CO 2x4 VERTICAL @ 24" E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FL GALVANIZED O �.,.� NAILS TO BOTTOM + +---,..._. FLASHING W > W O CHORD & 3 10d NAILS + _ 2x PLATES OVER ROOF DECK PER VALLEY H A O f� Q FRAMING DETAIL K F WALL HEIGHT S TE F MAIN FLOOR 0 (4) 16d COMMONS , . ELEV 0 -0 BETWEEN 4FT & 8FT, �, ' DOUBLE TOP PLATE B + NAILED @EACH END + CONC. SLAB - '. �k, USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND P SEE FOUNDATION • ''. _ c:� STRUCTURAL ENG: BED / BAD SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I I I_I I I_ I I DRAFTING: Hj RAFTER �, + 16d COMMONS END A 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL I I—� MASONRY WALL PER STRUCT: JRH COMMON TRUSS PER PLAN OR CONY. FRAMING w/ 1 �1 E 16d COMMONS END 2x4's I I� PLAN J� STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL v ' QC CHECK: CC FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION �\LDI/Vo JOB No. TM - 2152161 + + DETAILS FOR FTG INFO a aCURVED ROOF TRUSSES PER PLAN OR CURVED G SCALE: AS INDICATED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN 1k,y,�.:0 NAILED 6" O.C. STAGGERED DATE: 05/06/2016 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU W L SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" nq TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. GABLE BRACING CHART ---- SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" WHERE O.H. IS > 1'-0", DROP 4'-8" < 1-16 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" W PROVIDE 2x4 BRACE STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SHEATHING FASTEN �Q0 CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" PROVIDE 2x BLOCKING GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d Z �j ~ FROM EAVES O.C. MAX. 45° FROM _ _ GABLE END TO EA. ADJ. DIAG. O U FOR REQ'D PER PLAN O.C. O.C. NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. U_ Q BRACE NOT REQUIRED 6' FROM EAVES....... PLT. @12" O.C. MAX. v GABLE END W/ 16d �I •4 �w� ,. w ZQ o m NAILS @ 6" O.C. O FRAMING FOR FALSE tJ SHEATHING FASTEN FASTEN TO DIAG.w/(2) BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q // i���/1111111111�\ L SEE PLAN FOR SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER(4)CONNECT SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TO DROP GABLE WITH 16d NAILS. EA.DIAG. AS SHOWN. SHEATHING PER PLAN SUPPORT AND TIE GABLE 2x4 BRACE WITH 10d NAILS DOWN OF JACK TO BE CONT. @ THE TO BE CONT. @ THE BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF PROVIDE BLOCKING TRUSSES �----- SIMPSON H10A DIAG. TO BLOCKINGNV BETWEEN TRUSS BAYS TRANSITION FROM TRANSITION FROM SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. BEAM TO GABLE WALL TO GABLE X X X X BLOCKS w/8d NAILS SEE ELEV. FOR TRUSS TRUSS \ @ 6" O.C. O.H. SIZE CONT. 2x4 WHERE O.H. IS > V-0", DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ @ 48 O.C. TO 3RD OUTLOOKERS @ 24" Z FASTEN SIDE WALL \ \ BAY REQ'D w/ O.C. TO RUNBACK TO BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ CHART WITH (3) 12d TOENAILS. � EXT. SHEATHING; TO BLOCKING\ \ GABLE BRACING (+) CONNECT TO DROP SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. V DIAGONAL TO BEAM DIAGONAL TO TOP _ PLATE PROVIDE 2x4 BRACE W TO EA. ADJ. DIAG. ❑ FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D �— CONT. 2x4 BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART 1 I I (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" O C NOT REG'D 6' A = IA TO BLOCKING GABLE END --- -- -- - - - - GABLE BRACING CHART ---- SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < 1-16 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" 3 1/4" HOLD 1/2" J -BOLTS w/ PROVIDE 2x4 BRACE STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SHEATHING FASTEN �Q0 CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ GABLE BRACING @ 48" PROVIDE 2x BLOCKING EACH END AND 32" O.C. 24" O.C. FOR FALSE'. BM w Z �j CONNECTION DETAIL FROM EAVES O.C. MAX. 45° FROM _ _ GABLE END TO EA. ADJ. DIAG. O U FOR REQ'D PER PLAN W -j- \ GABLE END TRUSS TO"_ U_ BRACE NOT REQUIRED 6' FROM EAVES....... PLT. @12" O.C. MAX. v GABLE END W/ 16d �I •4 �w� ,. w ZQ o m NAILS @ 6" O.C. O FRAMING FOR FALSE tJ SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 11� // i���/1111111111�\ L SEE PLAN FOR o 450 PER PLAN. 16d NAILS. SUPPORT AND TIE GABLE 2x4 BRACE WITH 10d NAILS DOWN OF JACK ,111 �0\ 0/ ` ®® •• ///�i�i ujLO 0 .s / (0 CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D (2) PROVIDE BLOCKING TRUSSES �----- SIMPSON H10A DIAG. TO BLOCKINGNV BETWEEN TRUSS BAYS GABLE BRACING CHART ---- SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < 1-16 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" 3 1/4" HOLD 1/2" J -BOLTS w/ 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. T' �Q0 CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ GABLE BRACING @ 48" PROVIDE 2x BLOCKING EACH END AND 32" O.C. 24" O.C. FOR FALSE'. BM w Z �j CONNECTION DETAIL MAX. ATTACHMENT w/ (3) 10d O.C. MAX. 45° FROM _ _ a z TOENAILS EA. END O U FOR REQ'D _ PROVIDE 16d NAILS -j- \ GABLE END TRUSS TO"_ U_ BRACE NOT REQUIRED 6' FROM EAVES....... PLT. @12" O.C. MAX. v GABLE END W/ 16d �I •4 �w� ,. w ZQ o m NAILS @ 6" O.C. O FRAMING FOR FALSE tJ TRUSS PER PLANko GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < 1-16 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 CMU WALL OR LINTEL a. BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 _-_4BELOW :' .: HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE GABLE, % WALL PER PLAN co TIE BEAM COURSE w/ 1 BRACE @ CONNECTION DETAIL % N O 2x4 STUDS 24 O.C. w/ FOR REQ'D SEE CHART. (FRAME WALL SHOWN 07 cr #5 CONT. SINGLE BASE &TOP W/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM MAY ALSO BE „o CONNECTIONS MASONRY) Q PLATE O IF REQ'D 6" O.C. STRONGBACK TO \ *** r �' z° SHEATHING COVERING DIAGONAL NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING***o CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICALI T ° ° i x 2ND 2x4 BRACE IF • •�w U �r�rde �k�c* �-- A_ REQ'D, SEE CHART NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ a° O.C. �' Q rO GABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING GE03 GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 c.v 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING (2) 2x TOP PLATE OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d Z ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ J (D ti PLAN 2'-0") 2'-0" MAX. SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. .,,�, SPAN 2-0) w/ (2) 16d STUD TOP & BOTTOM EACH END.AT 24 O.C. ROOF SHEATHING OUTLOOKER OR CA J o CONV. FRAME OR W ( PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER L 0 0 UJ cc") E END NAILS EA. END (TYP. END NAIL PLTS. TO STUD) TRUSS PER PLAN f z �'` � 2x FASCIA w (2) 16d DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN �S U) z CO1- 8 END NAILS @ EA. 2x4 #2 SYP P.T. INTO BLOCKING, (4) 8d SCHEDULE &NOTES o ¢ _O � _ _ „ NAILS INTO TOP PLATE v� Z (D m 2x4 OUTLOOKER 24 OUTLOOKER FOR ADDT'L INFO. UO H ao @ BLOCKING @ 24 O.C. (2) 16d TOE NAILS I SIMPSON LSTA12 OR p 0 F- (0ral. H z P c O.C. MAX. w/ (2) 16d -- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ -j 07 w z x o 0 END NAILS TO TRUSS "' HOLD WALL 3-1/2" @ EACH END I 24"o.c. IF HEADER WITH GABLE TRUSS _I � o = O aj =r- 1 -91,MAX. DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE I & Q = � z E OUTLOOKER TRUSS PER PLAN I UPLIFT SPAN 4-6 OR EXT. SHEATHING; a Z z E-- � Z ui o NAILS EACH WEB MORE. �/ O w Q w O TRUSS PER PLAN HEADER PER PLAN IF @ I ATTACH PER NAILING LL U ? oz. REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN z ATTACH PER PLAN I 2x DOWNFRAME TO SCHED. 04 Q Q g ( 2 16d NAILS TO EA. W ~ �- 1 N -� a FROM TOP OF WALL I DOOR AS REQ'D O Z O w N Q VARIES LSTA18 HEADER TO w TO BOTTOM I I COMMON TRUSS FJ- Z 0 U STUDS TYP. BASE w 1 � 1 RAKED DOUBLE TOP CONNECTION W 2x8 #2 SPF STUDS AT ' n PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ CEILING NAILER AS LU CEILING 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS I I 32" O.C. GABLE TRUSS Ll1 MASONRY WALL OR 2x8 #2 SYP PT. BASE MAIN SPAN ROOF o NOTE: PROVIDE ADDIT L O.C. AND 6 FROM EA. 4 INTO BLOCKING, (2) I 1/2 THREADED ROD TO MASONRY. AT MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2" x 8" I TRUSS _ BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ END w/ NUT & WASHER 3/16 x 2 3/4 TAPCONS I EA. SIDE OF HEADER WOOD WALL PER HIB -91 & TRUSS LINTEL SEE PLAN P' ANCHOR BOLT OR 16 O.C. TYP. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR MANU.'S DRAWINGS; TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 I PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) CEILING GYP. BD. IS 2x8 #2 SYP PT BASE CENTERED BETWEEN 6" FROM EACH END I l STUDS) w/ MIN 7" 32" O.C. MASONRY WALL NOT A DIAPHRAGM PLATE FRAME AND CMU SEEl EMBED. INTO SLAB SHOWN, SEE PLAN @ a. WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION CMU I I ONLY REQ'D @ BRG FOR WOOD OR CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY l rGEO GABLE END @VAULTED CEILING I I GEO GABLE END AT VALLEY FRAMING o 3/4"=1'-0" I I 3/4"=1'-0" 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d l I HEADER STUDS PER 11 HEADER SCHEDULE 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, I WAY UP HEIGHT OF (4) 8d NAILS TO TOP U.N.O. ON PLANS Z 0 OQO I I I VALLEY. FASTEN w/ (5) PLATE I I � ^ 10d COMMON NAILS @ V1 � I — W EACH END (TYP.) 0 40� I ATTACH JAMB STUDS X Y 2x6 RAFTER TO 2x8 TRUSS PER PLAN F '4 PER WF08/SD4 S W 1 0 RIDGE BOARD W/ A35 TRUSS PER PLAN N,c I O �- O ON (1) SIDE OF Z IX RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS IM RAFTER TO OPP SIDE INTO BLOCKING, (2) I O Z (AS SHOWN) 3/16" x 2 3/4" TAPCONS V_j O 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON w W FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 P.T BASE PLATE Q 2x6 (MIN.) PLATE THRU @ 24 O.C. W/ (2) 12d � END NAILS @ EACH SHEATHING PER PLAN END. �- W/ 1/4"x4-1/2" SIMPSON LAY 2x4 BLOCKING NOTE: CONTRACTOR TO NAIL SDS SCREWS TO TOP WALL SHEATHING PER ; `. 1st KING STUD INTO HEADER - PER HEADER SCHED. THEN - — — — — — — — — — — — — CHORD OF EACH OVER THE TOP OF THE c� STRUCTURAL ENG: BED /BAD PLAN LINTEL PER PLAN BOTTOM CHORD. DRAFTING: TRUSS BELOW ATTACH ADDIT'L KINGS AS FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d REQ'D. SEE SCHED. FOR �-STRUGT: JRH Lys �A VALLEY RAFTER NAILS @ EACH TRUSS NUMBER OF KING AND JACK STUDS REQ'D. FRAMING (OR PRE -ENG a����i�� QC CHECK: CC �y �P VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION CMU WALL n JOB `- ---- V b TM__2152161 SA f ,c, 2x PLATE WITH SCALE: SIMPSON MTS12 OR �\ AS INDICATED LSTA12 & (5) 8d NAILS F%1iaTr•_.,._. __,_ @ EA. RAFTER TO PLT. „. DATE: 05/06/2016 FIELD FRAMED VALLEY DETAIL F0 NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED ##16- 13y5 1/2"= 1 1-01, 3/4"=1'-0" 1/2"=1 1-01, D COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. sd1 i♦ / cis C a- J CD ti �Q0 SEE GABLE GABLE BRACING @ 48" PROVIDE 2x BLOCKING 4D W W Z �j CONNECTION DETAIL O.C. MAX. 45° FROM FOR NAILING _ a O FOR REQ'D HORIZONTAL (+/- 10°) \ CONNECTIONS BRACE NOT REQUIRED 6' FROM EAVES....... �w� ,. w ZQ TRUSS PER PLANko O // i���/1111111111�\ L SEE PLAN FOR o 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH 10d NAILS DOWN OF JACK (2) PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS on U 0 CMU WALL OR LINTEL a. BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 _-_4BELOW :' .: HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE GABLE, % WALL PER PLAN co TIE BEAM COURSE w/ 1 BRACE @ CONNECTION DETAIL % N O 2x4 STUDS 24 O.C. w/ FOR REQ'D SEE CHART. (FRAME WALL SHOWN 07 cr #5 CONT. SINGLE BASE &TOP W/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM MAY ALSO BE „o CONNECTIONS MASONRY) Q PLATE O IF REQ'D 6" O.C. STRONGBACK TO \ *** r �' z° SHEATHING COVERING DIAGONAL NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING***o CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICALI T ° ° i x 2ND 2x4 BRACE IF • •�w U �r�rde �k�c* �-- A_ REQ'D, SEE CHART NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ a° O.C. �' Q rO GABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING GE03 GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 c.v 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING (2) 2x TOP PLATE OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d Z ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ J (D ti PLAN 2'-0") 2'-0" MAX. SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. .,,�, SPAN 2-0) w/ (2) 16d STUD TOP & BOTTOM EACH END.AT 24 O.C. ROOF SHEATHING OUTLOOKER OR CA J o CONV. FRAME OR W ( PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER L 0 0 UJ cc") E END NAILS EA. END (TYP. END NAIL PLTS. 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W ~ �- 1 N -� a FROM TOP OF WALL I DOOR AS REQ'D O Z O w N Q VARIES LSTA18 HEADER TO w TO BOTTOM I I COMMON TRUSS FJ- Z 0 U STUDS TYP. BASE w 1 � 1 RAKED DOUBLE TOP CONNECTION W 2x8 #2 SPF STUDS AT ' n PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ CEILING NAILER AS LU CEILING 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS I I 32" O.C. GABLE TRUSS Ll1 MASONRY WALL OR 2x8 #2 SYP PT. BASE MAIN SPAN ROOF o NOTE: PROVIDE ADDIT L O.C. AND 6 FROM EA. 4 INTO BLOCKING, (2) I 1/2 THREADED ROD TO MASONRY. AT MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2" x 8" I TRUSS _ BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ END w/ NUT & WASHER 3/16 x 2 3/4 TAPCONS I EA. SIDE OF HEADER WOOD WALL PER HIB -91 & TRUSS LINTEL SEE PLAN P' ANCHOR BOLT OR 16 O.C. TYP. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR MANU.'S DRAWINGS; TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 I PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) CEILING GYP. BD. IS 2x8 #2 SYP PT BASE CENTERED BETWEEN 6" FROM EACH END I l STUDS) w/ MIN 7" 32" O.C. MASONRY WALL NOT A DIAPHRAGM PLATE FRAME AND CMU SEEl EMBED. INTO SLAB SHOWN, SEE PLAN @ a. WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION CMU I I ONLY REQ'D @ BRG FOR WOOD OR CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY l rGEO GABLE END @VAULTED CEILING I I GEO GABLE END AT VALLEY FRAMING o 3/4"=1'-0" I I 3/4"=1'-0" 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d l I HEADER STUDS PER 11 HEADER SCHEDULE 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, I WAY UP HEIGHT OF (4) 8d NAILS TO TOP U.N.O. ON PLANS Z 0 OQO I I I VALLEY. FASTEN w/ (5) PLATE I I � ^ 10d COMMON NAILS @ V1 � I — W EACH END (TYP.) 0 40� I ATTACH JAMB STUDS X Y 2x6 RAFTER TO 2x8 TRUSS PER PLAN F '4 PER WF08/SD4 S W 1 0 RIDGE BOARD W/ A35 TRUSS PER PLAN N,c I O �- O ON (1) SIDE OF Z IX RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS IM RAFTER TO OPP SIDE INTO BLOCKING, (2) I O Z (AS SHOWN) 3/16" x 2 3/4" TAPCONS V_j O 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON w W FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 P.T BASE PLATE Q 2x6 (MIN.) PLATE THRU @ 24 O.C. W/ (2) 12d � END NAILS @ EACH SHEATHING PER PLAN END. �- W/ 1/4"x4-1/2" SIMPSON LAY 2x4 BLOCKING NOTE: CONTRACTOR TO NAIL SDS SCREWS TO TOP WALL SHEATHING PER ; `. 1st KING STUD INTO HEADER - PER HEADER SCHED. THEN - — — — — — — — — — — — — CHORD OF EACH OVER THE TOP OF THE c� STRUCTURAL ENG: BED /BAD PLAN LINTEL PER PLAN BOTTOM CHORD. DRAFTING: TRUSS BELOW ATTACH ADDIT'L KINGS AS FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d REQ'D. SEE SCHED. FOR �-STRUGT: JRH Lys �A VALLEY RAFTER NAILS @ EACH TRUSS NUMBER OF KING AND JACK STUDS REQ'D. FRAMING (OR PRE -ENG a����i�� QC CHECK: CC �y �P VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION CMU WALL n JOB `- ---- V b TM__2152161 SA f ,c, 2x PLATE WITH SCALE: SIMPSON MTS12 OR �\ AS INDICATED LSTA12 & (5) 8d NAILS F%1iaTr•_.,._. __,_ @ EA. RAFTER TO PLT. „. DATE: 05/06/2016 FIELD FRAMED VALLEY DETAIL F0 NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED ##16- 13y5 1/2"= 1 1-01, 3/4"=1'-0" 1/2"=1 1-01, D COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: — PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: W PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN E- LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE TOP PLATE WIDTH BOTTOM PLATE w/ (4) 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER IL INSTALL SIMPSON PROVIDE 2x4 ON TOP ) 2x4 STUDS PER OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & NAILS TYP. TOP & BOT. ATTACH PER NAILING + • (2) 10d NAILS O.C. PATTERN ON THIS + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) 10d x 3" COMMON z 10d x 3" DETAIL LU TOP SPLICEr_ __1 % 1-)( Z sr p 2 1/2" p w C7 2" w 2 1/4" 0 C z W 1 1/2" w N U Q Q O 2x4 BEYOND AGAINST 4�"N N N a N CL M 8 �N 2x8 STUDS N N 10d x 3" COMMON 0o a T ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. O C7 V NAILS ((2) ON EA. SIDE) AT CORNER SIDE z U Uj o z 10d x 3" OPP. SIDE W TYP. AT ALL EXTERIOR a a L 0 0 ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE ¢ I I I I I I z TO CORNER STUD TOP PLATE W/ (4) 16d PACK w/ (4) 10d NAILS 0- co bo 10 NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIOR 00 100 CONDITIONS FRAMING PLAN 10d x 3" COMMON -TOP SPLICE OPP. SIDE CL DISTANCE PER DETAIL - - BOTTOM SPLICE OVER ---" STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's W DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT 8" O/C PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL AFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=1'-0" 1 ���```0\\i1111 * /off/ W V 00 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING3/8" SHEATHING PER PLAN o BEYOND 2 INSTALLED VERTICALLY.1U NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS U_ Z @ 3" O.C. 2 � Z -----—_--_---_ — w- - ROOF SHEATHING, c � �-j — — — — — — U Z � O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o A' =NAIL SPACING FASTEN PER PLAN, 6 IT a — _3 w NAILS @ 3" O.C. I OV S0 OV S0. ROOF SHEATHING, ." 0 Q II I I II II II 2'�< �V4 qeT ROOF SHEATHING, 2� FR qer FASTEN PER PLAN �- : z LU 1/2 A FNGgAT O FASTEN PER PLAN <FN�AT O �r••rrr. �� O a Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d " 1/2 T 'S' G'T R �'' COMMON NAILS @ 3 O.C. 'S'O �S h' US i III LL w ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL - a - Oy oy c ��'�/!I/fl4iiillr,\��®\ III III I I I I I WALL SHEATHING O = EDGES 6" O.C. U.N.O. ON PLANS 2x4 FRAMING @ 24 c.> III III I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" g O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. c� III OPENING III I I I I I I ~ w COMMON NAILS 3" O.C. O.C. MAX. PROVIDE 4 10d x 3" 2x4 #2 SYP CONT. w/ (2) SPACE BETWEEN w @ ( ) 0 �01 w �' DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS PANELS _ 07 ® PLYWOOD SPLICES HEADER - NAIL SHEATHING TO NAILS AT JOINT} @ @ 4 O,C, PROVIDE (4)10d x3 EA. STUD OR TRUSS p 3 I I I I I ( � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. � r w PER -ENG TRUSSES �� � � °,4',��,,� III co TYP. III I I I I I I 0 TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24 O.C.). IF MASONRY, Ord III AROUND III I I I I I I 2x STUDS BEYOND, 7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. USE (2) 1/4" TAPCONS OPENING SEE PLAN FOR MORE O VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2 EMBED. @ '"'""' N III III I I I I I I PER TRUSSES INFO Z O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. o 4 BLOCKING GYPSUM WALLBOARD cn � a JOINT MAX. 1/8" GAP CMU WALL PER PLAN LEDGER E NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS ¢ c = O PER PLAN TO LEDGER TRUSS PER PLAN .0 2x4 PT LEDGER W/ r 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d NAILING PER 2x FRAME WALL PER SCHEDULE O.C. PLAN NAILS @ 16 O.C. U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE,` NAILS EACH END PLAN (TRUSS SHOWN) � � w Q SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL 4 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG D02 LEDGER @LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0"j 1-1/2"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, v, Z 2x4 #2 SPF PLAN NAIL PER PLAN 2 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR �' J � O BLOCKING @ 24 O.C. � � o d. DOUBLE TOP PLATE w/ (2) 16d END NAILS Q 0 , MORE INFO & MORE INFO & � U SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2 2x TOP PLATE CONNECTION CONNECTION x Q p ai 0 LLi M E O EACH END @ EACH STUD 12d NAILS @EACH END +' 2x12 BOX HDR w/ 2x8's x x v, Q 0 U_ °' TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL Z - - ZUI-o�oo : PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF o Q 0 w z ° c ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. J (0 W z W o 0 FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS z) Q O C) a. 0 c SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF +t + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z z ►- r w a SEE PLAN FOR NAIL PER PLAN TALLER STUD w ROOF SHEATHING ¢ z V -F 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO& +; �/ O acu.. Lu O T E CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ 5 CONNECTION LL U STAGGERED INTO TRUSS & 3 12d "" `« W Q uj Q a 3 () EACH VERTICAL 2x BRG WALL, SEE � ,' C� F-- w N J TOENAILS INTO OTHER SEE WALL CLIP DETAIL W c� PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN - J Z z O w N Q TRUSS FOR MORE INFO U SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS F— 0 MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL W 2 UNDER GIRDER TRUSS LINTEL PER PLAN � � SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN i i 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. n U.N.O. i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. @ cw F- `J 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SHEATHING PER SHEATHING PER TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r:' NAILING SCHEDULE & NAILING SCHEDULE & o W _ (4) 12d NAILS EACH (4) 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER (� 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 @ 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 EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER F1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL ti S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER c 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO 11 BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ Z O aC STRAP IS NOT REQUIRED. 16" O.C. MAX.; z , TO GABLE END STUDS w J 0 EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SDS U) L SCREWS @ 16" O.C. Ilk S� W 01 LAP BEAM PLYS AND MAX.; TO MASONRY w/ 2x6 PT 0 � 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4 x 2 3/4 TAPCONS AT Z m EXT. BEAM PER PLAN 12 12" O.C. (.i �' Z I-.- ��■ HTS20 CLIP FROM SEE PLAN V J W SIMPSON H3 CLIP W i- W p0 2x4 SYP #2 LEDGER. (4) 1 0d NAILS FOR O POST TO BEAM SHEATHING PER PLAN PLAN VIEW TOP OF POST O Q PT POST PER PLAN TO STUDS OR BEAM w/7 CONV. FRAMED ry (2) 1/4" X 4'/V SIMPS. MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16,. PLAN O.C. MAX.; 707 5/8" THREADED ROD w/ TO GABLE END STUDS G'3 STRUCTURAL ENG BED / BAD .0 NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. DRAFTING: SDS SCREWS @ 16" FASCIA PER-STRUCT: JRH O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT a 2x4 SYP #2 OR PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED QC CHECK: _-_ CC INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" - --: -- -- O.C. ��.C)�NC � JOB No. TM - 2152161 SCALE: AS INDICATED. SIDE VIEW BASE OF POST O.C. MAX. DATE: 05/06/2016 DESIGNED FOR SIMPSON H3 CLIP `�~ r,-_ --- - - -- SHINGLE ONLY>MR�,��'�.� rCD01 CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=1'-0" 95 SD4 #��-13 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. IIIT 71— — 71— TIII I I I I I LU w= u) IIII II II II >- o I I II IIII ¢ IIII II II II o Uj 0 I I II IIII = 0 _j U) 0 - - - - - - - - - - - - - � N N 2 O w 0 FLOOR SYSTEM w CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 01 BEYOND SEE PLAN SHEATHING DIAGRAM fil=f EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD cn � a JOINT MAX. 1/8" GAP CMU WALL PER PLAN LEDGER E NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS ¢ c = O PER PLAN TO LEDGER TRUSS PER PLAN .0 2x4 PT LEDGER W/ r 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d NAILING PER 2x FRAME WALL PER SCHEDULE O.C. PLAN NAILS @ 16 O.C. U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE,` NAILS EACH END PLAN (TRUSS SHOWN) � � w Q SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL 4 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG D02 LEDGER @LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0"j 1-1/2"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, v, Z 2x4 #2 SPF PLAN NAIL PER PLAN 2 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR �' J � O BLOCKING @ 24 O.C. � � o d. DOUBLE TOP PLATE w/ (2) 16d END NAILS Q 0 , MORE INFO & MORE INFO & � U SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2 2x TOP PLATE CONNECTION CONNECTION x Q p ai 0 LLi M E O EACH END @ EACH STUD 12d NAILS @EACH END +' 2x12 BOX HDR w/ 2x8's x x v, Q 0 U_ °' TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL Z - - ZUI-o�oo : PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF o Q 0 w z ° c ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. J (0 W z W o 0 FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS z) Q O C) a. 0 c SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF +t + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z z ►- r w a SEE PLAN FOR NAIL PER PLAN TALLER STUD w ROOF SHEATHING ¢ z V -F 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO& +; �/ O acu.. Lu O T E CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ 5 CONNECTION LL U STAGGERED INTO TRUSS & 3 12d "" `« W Q uj Q a 3 () EACH VERTICAL 2x BRG WALL, SEE � ,' C� F-- w N J TOENAILS INTO OTHER SEE WALL CLIP DETAIL W c� PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN - J Z z O w N Q TRUSS FOR MORE INFO U SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS F— 0 MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL W 2 UNDER GIRDER TRUSS LINTEL PER PLAN � � SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN i i 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. n U.N.O. i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. @ cw F- `J 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SHEATHING PER SHEATHING PER TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r:' NAILING SCHEDULE & NAILING SCHEDULE & o W _ (4) 12d NAILS EACH (4) 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER (� 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 @ 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 EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER F1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL ti S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER c 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO 11 BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ Z O aC STRAP IS NOT REQUIRED. 16" O.C. MAX.; z , TO GABLE END STUDS w J 0 EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SDS U) L SCREWS @ 16" O.C. Ilk S� W 01 LAP BEAM PLYS AND MAX.; TO MASONRY w/ 2x6 PT 0 � 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4 x 2 3/4 TAPCONS AT Z m EXT. BEAM PER PLAN 12 12" O.C. (.i �' Z I-.- ��■ HTS20 CLIP FROM SEE PLAN V J W SIMPSON H3 CLIP W i- W p0 2x4 SYP #2 LEDGER. (4) 1 0d NAILS FOR O POST TO BEAM SHEATHING PER PLAN PLAN VIEW TOP OF POST O Q PT POST PER PLAN TO STUDS OR BEAM w/7 CONV. FRAMED ry (2) 1/4" X 4'/V SIMPS. MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16,. PLAN O.C. MAX.; 707 5/8" THREADED ROD w/ TO GABLE END STUDS G'3 STRUCTURAL ENG BED / BAD .0 NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. DRAFTING: SDS SCREWS @ 16" FASCIA PER-STRUCT: JRH O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT a 2x4 SYP #2 OR PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED QC CHECK: _-_ CC INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" - --: -- -- O.C. ��.C)�NC � JOB No. TM - 2152161 SCALE: AS INDICATED. SIDE VIEW BASE OF POST O.C. MAX. DATE: 05/06/2016 DESIGNED FOR SIMPSON H3 CLIP `�~ r,-_ --- - - -- SHINGLE ONLY>MR�,��'�.� rCD01 CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=1'-0" 95 SD4 #��-13 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. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS —� SCHEDULED EXTERIOR FINISH PER - PLAN MID -SPAN BLOCKING — U.N.O. INSULATION PER PLAN - SEE DETAILS WS 10, 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 Y SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN e WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND f4 MASONRY WALL PER PLAN FIN. FLR. , - 0'-0" GRADE DBL. TOP PLATE :r�7��=1:?ty1► 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: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ — TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�<� S x1-1/2" @ 24" O.C. (USE�'<<sy x1-1/2" @ 24" O.C. (USE z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & O USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d — REFER TO PLAN FOR (20) 16d SINKERS & (14) " NAILS. BEND STRAP NAILS. BEND STRAP � BUILT-UP COLUMN �� �� (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE U.N.O. ON PLAN MIN. U.N.O. ON PLAN INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN U 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND W — PRE -ENG. FLOOR FLOOR PLAN FOR MIN. (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D SYSTEM - IF NO FLOOR ' LINTEL COURSE OR HEADER SIZE & REQ'D SYSTEM INSTALL � « � EXTERIOR SHEATHING JAMB STUDS 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 STUDS ABOVE PLATE FROM TOP OF WALL UNDER COLUMN FRAMING PLAN FOR PER PLAN ABOVE PLAN U.N.O. CONNECTION INFO1F HEADER IS UPSET TO BOT. RIBBON, NAIL .. . PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN - - -- ----- .--.-----... - - ------ ---- - — BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FORIF HEADER IS UPSET FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO AND WINDOW IS BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 O TOENAILS. EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 Od TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1Od SILL PLATE w/ (2) 1Od HEADER OPENINGS BARRIER (FELT PAPER LESS THAN 4FT:(1) 2x ///LO OR SIM IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING SILL PLATE w/ 2 1Od e\�\\ olliIIIII'JO/' % w OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O MPS �i —REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 LARGER THAN 4FT: 2 ° • ° �® TOENAILS. OPENING & -' (2) 2x SILL AT WINDOW .d« 4. . 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS O k/ Q 0 BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 vj �- d. c� Z O @ AT EA. END NAILED TO ° v_) INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x flp Cj O STUD PACK w/ 10d — BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' T&B PLYWOOD CRIPPLES @ 16 O.C. JA A ( NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS ;�j Q f` �`- COLUMNS 7 1 T&B (PLYWOOD �, �' Z PLAN FOR FLOOR O Od NAILS & (4) 1/4 T&B) ATTACH SILL w/ (2) 10d �► -Y .° • Q — MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING T&B) THING REQ'D i�/,/ � 0 TOE NAILS AT EA. END '0 �� } O PER BEARING WALL } FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN"G A //IIII,I�� SCHEDULE ATTACH 2x STUDS W/ -- (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 — 1/2" DIA. THREADED (2) SIMPSON LSTA18 -' (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d CLIP AT EA. END FOR " OPENINGS GREATER � COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' pq `*✓ 0 SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN / INFO. FLOOR W/ 14 10d LINTEL COURSE OR SIMPSON LSTA30 w/ T. — REFER TO FLOOR TRUSS TO M _ co NAILS ( ) INTO FILLED CELL USE ` •� RI BONS COONT. (11) 1 O TO STUDS 0 / N MASONRY WALL 1/4 X 1 3/4 TITENS) ABOVE PLATE U.N.O. D o FOUNDATION PLAN a.. FOR FTG. EXT. SHEATHING ATTACH PER NAILING NOTE: ALL FLOOR e @ E P.T. IF (3) 2x STUD PACK TRUSSES TO Z INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED SEE FRAMING PLAN o � '� c 0 PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR OR SIM) IS PROVIDED CONNECTION SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS F SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A IF LOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND " U CONNECTION CMU WALL BELOW PER DETAIL INCDICATED MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM Z O REQ'D ON EITHER SIDE OF WALL. IF WF02/ rNw�r Q FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN SINKERS AND (14) %4'X2 Ya" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR fi_S_0 HEADER CONNECTION @ 2nd FLOOR HIGH BM 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 PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12dSPACING 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 2x4 #2 SYP ANGLE 2x BLOCKING FOR TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE 235 EA. END TO VERIFY SIZE PLAN AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.G. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) F16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16"RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT 1/2 GYP. CLG BD OR •� 1/2 GYP. CLG BD OR � (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN G CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE �' (2) ROWS 8d NAILS @ IN GARAGE .. r SHEATHING TO SEE PLAN FOR RIBBON r` 3" O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER MASONRY WALL PER PLAN �. SHEATHING TO PLN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE RRIER FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" o I z SHEATHING PER PLAN J 0 r ATTACH PER NAILING cn W J o SCHEDULE, CONTINUOUS FROM w z� J "-0 TOP OF TOP PLATE TO �'� BOTTOM PLATE, y W Z 0 0 0( o BEARING WALL PER c Q p o N w z tD u') PLAN -i U) 't DOUBLE BOTTOM a %�"' U)»r PLATE a. Z < =) U) - Z E O (2) H5 EA. FLOOR U 0 � O= TRUSS TO DOUBLE O Q Q a BOTTOM PLATE, SLIT W Z p w N Q FLOOR DECKING TO r/1 O V N ACCOMMODATE STRAP �' N o I j 2x RIBBON OR _ BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BA OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTIONfiFs_i�TWO STORY PARALLEL FLOOR CONNECTION6�j�TWO STORY PERP. FLOOR CONNECTION fiSl CANTILEVERED FLOOR TRUSS CONNECTIONfiSl 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 _1 \ 3/4"=1'-0 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a � SEE ARCH DWGS FOR ui IL TOPPING INFO CL 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR r. LUS46 TO LEDGER CONTRACTOR TO A SEE WS11/SD5 FOR a�. PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO :•�.. CONCRTE SLAB LINTEL PER PLAN �• PERMITTED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 o Z O oar N W s WLB0 1 c) w Imz �z F- p~� r w O >-W p FQ-° 'S H 0- STRUCTURAL ENG: BED / BAD DRAFTING: A -STRUCT: JRH QC CHECK:- CC �- JOB No TM - 2152161 SCALE: AS INDICATED S A:S 7- a IRD DATE: 05/06/2016 rt NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE TRUSS STRAP -SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS -SEE 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 CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ — TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�<� S x1-1/2" @ 24" O.C. (USE�'<<sy x1-1/2" @ 24" O.C. (USE z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & O USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d — REFER TO PLAN FOR (20) 16d SINKERS & (14) " NAILS. BEND STRAP NAILS. BEND STRAP � BUILT-UP COLUMN �� �� (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE U.N.O. ON PLAN MIN. U.N.O. ON PLAN INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN U 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND W — PRE -ENG. FLOOR FLOOR PLAN FOR MIN. (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D SYSTEM - IF NO FLOOR ' LINTEL COURSE OR HEADER SIZE & REQ'D SYSTEM INSTALL � « � EXTERIOR SHEATHING JAMB STUDS 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 STUDS ABOVE PLATE FROM TOP OF WALL UNDER COLUMN FRAMING PLAN FOR PER PLAN ABOVE PLAN U.N.O. CONNECTION INFO1F HEADER IS UPSET TO BOT. RIBBON, NAIL .. . PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN - - -- ----- .--.-----... - - ------ ---- - — BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FORIF HEADER IS UPSET FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO AND WINDOW IS BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 O TOENAILS. EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 Od TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1Od SILL PLATE w/ (2) 1Od HEADER OPENINGS BARRIER (FELT PAPER LESS THAN 4FT:(1) 2x ///LO OR SIM IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING SILL PLATE w/ 2 1Od e\�\\ olliIIIII'JO/' % w OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O MPS �i —REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 LARGER THAN 4FT: 2 ° • ° �® TOENAILS. OPENING & -' (2) 2x SILL AT WINDOW .d« 4. . 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS O k/ Q 0 BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 vj �- d. c� Z O @ AT EA. END NAILED TO ° v_) INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x flp Cj O STUD PACK w/ 10d — BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' T&B PLYWOOD CRIPPLES @ 16 O.C. JA A ( NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS ;�j Q f` �`- COLUMNS 7 1 T&B (PLYWOOD �, �' Z PLAN FOR FLOOR O Od NAILS & (4) 1/4 T&B) ATTACH SILL w/ (2) 10d �► -Y .° • Q — MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING T&B) THING REQ'D i�/,/ � 0 TOE NAILS AT EA. END '0 �� } O PER BEARING WALL } FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN"G A //IIII,I�� SCHEDULE ATTACH 2x STUDS W/ -- (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 — 1/2" DIA. THREADED (2) SIMPSON LSTA18 -' (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d CLIP AT EA. END FOR " OPENINGS GREATER � COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' pq `*✓ 0 SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN / INFO. FLOOR W/ 14 10d LINTEL COURSE OR SIMPSON LSTA30 w/ T. — REFER TO FLOOR TRUSS TO M _ co NAILS ( ) INTO FILLED CELL USE ` •� RI BONS COONT. (11) 1 O TO STUDS 0 / N MASONRY WALL 1/4 X 1 3/4 TITENS) ABOVE PLATE U.N.O. D o FOUNDATION PLAN a.. FOR FTG. EXT. SHEATHING ATTACH PER NAILING NOTE: ALL FLOOR e @ E P.T. IF (3) 2x STUD PACK TRUSSES TO Z INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED SEE FRAMING PLAN o � '� c 0 PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR OR SIM) IS PROVIDED CONNECTION SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS F SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A IF LOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND " U CONNECTION CMU WALL BELOW PER DETAIL INCDICATED MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM Z O REQ'D ON EITHER SIDE OF WALL. IF WF02/ rNw�r Q FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN SINKERS AND (14) %4'X2 Ya" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR fi_S_0 HEADER CONNECTION @ 2nd FLOOR HIGH BM 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 PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12dSPACING 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 2x4 #2 SYP ANGLE 2x BLOCKING FOR TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE 235 EA. END TO VERIFY SIZE PLAN AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.G. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) F16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16"RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT 1/2 GYP. CLG BD OR •� 1/2 GYP. CLG BD OR � (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN G CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE �' (2) ROWS 8d NAILS @ IN GARAGE .. r SHEATHING TO SEE PLAN FOR RIBBON r` 3" O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER MASONRY WALL PER PLAN �. SHEATHING TO PLN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE RRIER FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" o I z SHEATHING PER PLAN J 0 r ATTACH PER NAILING cn W J o SCHEDULE, CONTINUOUS FROM w z� J "-0 TOP OF TOP PLATE TO �'� BOTTOM PLATE, y W Z 0 0 0( o BEARING WALL PER c Q p o N w z tD u') PLAN -i U) 't DOUBLE BOTTOM a %�"' U)»r PLATE a. Z < =) U) - Z E O (2) H5 EA. FLOOR U 0 � O= TRUSS TO DOUBLE O Q Q a BOTTOM PLATE, SLIT W Z p w N Q FLOOR DECKING TO r/1 O V N ACCOMMODATE STRAP �' N o I j 2x RIBBON OR _ BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BA OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTIONfiFs_i�TWO STORY PARALLEL FLOOR CONNECTION6�j�TWO STORY PERP. FLOOR CONNECTION fiSl CANTILEVERED FLOOR TRUSS CONNECTIONfiSl 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 _1 \ 3/4"=1'-0 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a � SEE ARCH DWGS FOR ui IL TOPPING INFO CL 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR r. LUS46 TO LEDGER CONTRACTOR TO A SEE WS11/SD5 FOR a�. PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO :•�.. CONCRTE SLAB LINTEL PER PLAN �• PERMITTED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 o Z O oar N W s WLB0 1 c) w Imz �z F- p~� r w O >-W p FQ-° 'S H 0- STRUCTURAL ENG: BED / BAD DRAFTING: A -STRUCT: JRH QC CHECK:- CC �- JOB No TM - 2152161 SCALE: AS INDICATED S A:S 7- a IRD DATE: 05/06/2016 rt f ' d . th' d t ' ht d d ' th I i nsent of OKITA CONSULNG & TIDESIGN WMR MR &ASSOCIATES LLC is strictl rohibited x sed written coM S LC An use dU lication or transfer of these documents without the eres R ASSOCIATEL f TH CONSULTING Q. DESIGN OF WM& MON COPYRIGHT MCD 2014. The H ormCA UH contame In Is ocumen Is copyl jj a an Is a VAUO USIVV prope y o 7 y , p p 1 y p LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF o. CONNECTIONS TRUSS IS CONT. BRG ° ' ° CONT. #5 IN TIE BEAM MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER PLAN ON WOOD USE HGA PLAN ARCHS CLIPS @ 24" O.C.) S1 SECTION @RAISED HEEL TRUSS S1 SECTION @COMBO TRUSS fiFO WALL SPLICE DETAILS F1 SECTION @OPEN TO ABOVE 1/2"=1'-0" 1/2"=1'-0" 1-1/2"=V-0" -0 (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS "" "" OTHERS EXTERIOR SHEATH/""' LEDGER AT GIRDER % 2x BRG WALL W/ 2x BRG WALL W/ MASONRY WALL PER 12 PLAN TO BOTTOM OF SILL SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP &" 2x8 s MIN. SPF #2 @ 16 EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" 2x BLOCKING w/ (2) 12d SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) ARCHS O.C. - SEE FRAMING ROOF SHEATHING — OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE 2x BASE PLATE W/ 12d ATTACH PER NAILING PLAN FOR MORE INFO. ISIMPSON H2.5 EA. TRUSS USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF I 2x4 BLOCKING PRE-ENGINEERED — EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL TRUSS PER PLAN BETWEEN STUDS W/ ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 1 Od SHEATHING PER PLAN (2) 12d TOE NAILS TRUSS PER PLAN SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 ATTACH PER NAILING EACH END 16" O.C. MAX. & 3" CONNECTION CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER SCHEDULE SIMPSON LUS26. USE 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER LEDGER INTO O.C.2 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x8 #2 SYP P.T. SILL TRUSS TRUSS SHOP 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND PLATE w/ 1/2" EPDXY (DRAWINGS I� 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ANCHOR BOLT OR MIN. (4) 16d NAILS TO ATTACHED PER L (2) 2x4 #2 SYP 'PLAN EACH STUD (AT EACH J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL - TRUSS RECESS LEDGER NAILING SCHEDULE BLOCKING w/ SIMPSON D04 LEDGER @ LOW ROOF EMBED. @ 32" O.C. & 3" PLATE 1/2" (2) 2x4 #2 SYP I WrW HUC24-2 EACH END, FROM EA.END A CH R/BOLT RXY NG w/ SIMPSON BLOCKING USE (4) 1 Od & (2) 10d J -BOLT W/ MIN. 7" EACH END, NAILS. UNDER EMBEDMENT @ 32 O USE (4) 1 Od & (2) 10 SEE PLAN WINDOW JAMBS ONLY -J.SEE PLANrM SHEATHING TO O.C. & 3 FROM EACH NAILS. UNDER OVERLAP BOTTOM END co WINDOW JAMBS USE :. .., �: a PLATE 1 1/4 (MIN.) (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR 16d NAILS LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF o. CONNECTIONS TRUSS IS CONT. BRG ° ' ° CONT. #5 IN TIE BEAM MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER PLAN ON WOOD USE HGA PLAN ARCHS CLIPS @ 24" O.C.) S1 SECTION @RAISED HEEL TRUSS S1 SECTION @COMBO TRUSS fiFO WALL SPLICE DETAILS F1 SECTION @OPEN TO ABOVE 1/2"=1'-0" 1/2"=1'-0" 1-1/2"=V-0" -0 (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS "" "" OTHERS EXTERIOR SHEATH/""' LEDGER AT GIRDER 1-1/2"=1'-0" % 3/4"=1'-0" FROM TOP OF WALL MASONRY WALL PER 12 PLAN TO BOTTOM OF SILL 2x4 CONT. W/ (2) 12d WINDOW SEE PLAN NAILS TO EACH STUD PLATE ATTACH PER PLAN 2x BLOCKING w/ (2) 12d W/Y2' EPDXY ANCHOR NAILING SCHEDULE OR J -BOLT @ 32" O.C. IF WALL SHEATHING IS STOPPED BELOW W/ MIN. 7" EMBEDMENT ROOF SHEATHING — & 6" FROM EACH END — 2x BASE PLATE W/ 12d ATTACH PER NAILING @ 24" O.C. TO FLOOR ISIMPSON H2.5 EA. TRUSS I SCHEDULE I I PRE-ENGINEERED — SEE FLOOR FRAMING ISIMPSON H2.5 EA. TRUSS PLAN FOR MORE INFO TRUSS PER PLAN 6" O.C. 2x6 #2 SYP CONT. I TRUSS DIRECTION I a LEDGER W/ (2) Ya"x3-1/2" TRUSS PER PLAN FLOOR TRUSS; SEE SDS WOOD SCREWS @ - FRAMING PLAN FOR PLAN FOR 16" O.C. MAX. & 3" CONNECTION I ' FROM EA. END - USE SIMPSON LUS26. USE IRECESS (3) SCREWS FOR 24" SIMPSON LUS26. USE LEDGER INTO O.C.2 FOR R 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ R PLAN (DRAWINGS I� 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO OPT. TRUSS RECESS LEDGER EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) D04 LEDGER @ LOW ROOF 16d NAILS) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 1-1/2"=1'-0" % 3/4"=1'-0" (2) 2x HEADER SEE MASONRY WALL PER 12 PLAN EXTERIOR SHEATHING 2x4 CONT. W/ (2) 12d WINDOW SEE PLAN NAILS TO EACH STUD FROM TOP OF WALL 2x8 #2 SYP SILL PLATE 2x BLOCKING w/ (2) 12d W/Y2' EPDXY ANCHOR TO BOTTOM OF SILL OR J -BOLT @ 32" O.C. IF WALL SHEATHING IS STOPPED BELOW W/ MIN. 7" EMBEDMENT PLATE ATTACH PER & 6" FROM EACH END — 2x BASE PLATE W/ 12d NAILING SCHEDULE @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW ROOF SHEATHING 2nd STORY WALL PER I ATTACH PER NAILING SEE FLOOR FRAMING ISIMPSON H2.5 EA. TRUSS PLAN FOR MORE INFO SCHEDULE 6" O.C. IPRE-ENGINEERED TRUSS DIRECTION I a & MORE INFO TRUSS PER PLAN FLOOR TRUSS; SEE D FRAMING PLAN FOR PLAN FOR 2x6 #2 SYP CONT. CONNECTION I LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY RUSS. VERIFY W/ 16 O.C. MAX. & 3 TRUSS F TRUSS SHOP FROM EA. END - USE (3) /DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MTXUSE EA°S) PROVIDE 2x4 BRACE 16d D04 LEDGER @ LOW ROOF 3/4"=1'-0" TO EACH ADJACENT NOT USED 2x8 #2 SPF MIN STUDS (2) 2x TOP PLATE —� @ 16" O.C. PER PLAN (2) 2x HEADER SEE MASONRY WALL PER 12 PLAN PER PLAN 2x4 CONT. W/ (2) 12d WINDOW SEE PLAN NAILS TO EACH STUD FOR LOCATION 2x8 #2 SYP SILL PLATE 2x BLOCKING w/ (2) 12d W/Y2' EPDXY ANCHOR TOENAILS EACH SIDE OR J -BOLT @ 32" O.C. IF WALL SHEATHING IS STOPPED BELOW W/ MIN. 7" EMBEDMENT & 6" FROM EACH END CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d LIJ ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. H BLOCK ADJACENT SCHEDULE BOTTOM PLATE 0 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT FASTEN ROOF (2) 2x TOP PLATE —� (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS -- WINDOW SEE PLAN -- FOR LOCATION SHEATHING TO 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO 6" O.C. SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d LIJ ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. H BLOCK ADJACENT SCHEDULE BOTTOM PLATE 0 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT 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) co 16d NAILS W IF SHEATHING IS NOT CONNECT TO DOUBLE �_ CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45° FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER-- .. - _.........._._._ __.__ .— HORIZONTAL (+/- 10°) 2x BEARING WALL 1/4" FLOOR 3-WALSIMPSON BRACE NOT REQUIRED w WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. IX F1 BRACING @ 2 STORY FRAME WALL �``\\e\��4tu ►tr/ie®��,���` LO OD M: C (2) 2x SPF TOP ® PRE ENGINEERED PLATES U.N.O. Y��. �� Q 2 Q TRUSSES @ 24" O.C. •.�.�� z MAX. PER PLAN /1'771//lllillll611 } O SEE ARCHS FOR ROOF (2) 2x HEADER SEE FLOOR PLAN I I I ra WATERPROOFING AND 1 FOR MORE INFO 1 I I CJ1 FINISH TRUSS ANCHOR (SEE I I I 1 1 1 11 PLAN) 2x STUDS SEE PLAN 1 STUDS ABOVE ARE _A0 44N / ROOF SHEATHING I I I TO ALIGN W/ STUDS 1 w ATTACHED PER I I I BELOW NAILING SCHEDULE 1 1 1 1 c z o q CJ O.H. 1 B 1 1 1 — ., o ER ELEV. 1 1 1 1 U 2x #2 SPF STUDS @ 16" 1 1 1 1 O.C. w/ EXT. SHEATHING 1 1 1 2x SPF BASE 1 FROM TOP OF WALL TO PLATE BOTTOM OF TRUSS/ �v � GIRDER SEE PLAN FOR 1 I I PRE-ENGINEERED 1 Z Q WINDOW ATTACHMENT E D 1 1 FLOOR SYSTEM 1 r�rM INFO. IF WALL KNEEWALL OR BEAM SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO (2) 2x SPF TOP GIRDER BELOW 1 PLATES U.N.O. SEE LD02/SD4 FOR 1 1 1 1 MORE INFO IF 1 1 1 (2) 2x HEADER 1 TRUSSES ARE I I I SEE FLOOR PLAN 1 Z PARALLEL TO WALLI I I FOR MORE INFO I � (n U o ROOF SHEATHING 2x STUDS SEE PLAN -� ATTACHED PER I STUDS ABOVE ARE TO I I I G� p J O W M E NAILING SCHEDULE 1 ALIGN W/ STUDS BELOW 1 1 B 06 w z W-- 8 1 o �a0 W o ZpwZCD UF=p�a0= \ ' 2x P.T. BASE PLATE _ Q O O W8, m \ 1 SEE BEARING SCHED. 1 1 1 a \ W�w FOR A.B. INFO a ZjW ¢ cn z z E zo I - --— --- O p 0 X: 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 LU Z p W N Q AA � ( p o O1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD W/ (5) 1 Od NAILS INTO TOP PLATE AND (5) 1 O LU o LU SEE TRUSS LAYOUT NAILS INTO HEADER Q FOR TRUSS LOCATION IF PORTIONS OF THIS WALL .� & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. O KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM nn OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM fiFl TYPICAL CONNECTION @ GIRDER OR BEAM fiFl 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 3/4"=1'-0" 1 "=1'-0.. H � oa° CO L s W 01 � °� z oz �W;Wo o a- G7 STRUCTURAL ENG: BED / BAD DRAFTING: 5 21 A STRUCT: JRH - -- -- --- QC CHECK CC )\t.r.71 JOB No. TM - 2152161 SCALE: AS INDICATED DATE: 05/06/2016 X16-1395� SD6 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. STANDARD (3) 2X12 I'IIIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO W OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM 0 LEDGER TO STUD PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @ LANDING O FRAMING � @ 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER z ON EACH SIDE by W _ 6" MIN. 0 0 (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ol ATTACHING TO W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ 4 STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d T CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. z TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z BUILT UP COLUMNS x 3 1/2" TITENS 16" p\pp`I�Illllll/!!r L TOENAILS EACH END @ BELOW O.C. MAX. FOR coi �I/� a Q' ti A -A PLAN VIEW al 90 DEGREE TURN LANDING MASONRY WALL) 10 MIN. �..,. ,A .�� o SEE SCHEDULE FOR MAX WIDTH OF LANDING �' .� �o MIN. (3) 2x SYP #2 � OF LANDING W/ MIN. (6) >- D m ;-,� a E '' � STUDS REQ'D @END C3 3/4" PLYWOOD OR OSB �. Z z *� 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL �X` U_ PACKPER GENERAL FLOOR 1111111111111','\\\p CONSTRUCTION NOTES c7 MID SPAN BLOCKING u \_.. TO MATCH JOIST PLYWOOD SHEATHING O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING Ora STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER O SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR CONSTRUCTION SIMPSON A34 / A35 a�. Q CLIP TO FLOOR g ? NOTES o SYSTEM &LANDINGo z 16M o art z AX FRAMING U- BEAM @END OF � ; O LANDING PER ca 0 SCHEDULE LU SEE PLAN FOR MASONRY WALL OR WOOD WALL j Q SIMPSON A35 �w B B CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO Z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM p� TC� LEDGER STRINGERS TO D CROSS /`VVI I� d o @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. LU a' r n TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" n v� -OLUM � E BUILT UP COLUMNS x 3 1/2" TITENS @ 16" J w Z (D-� 0 BELOW O.C. MAX. FOR o U' � z W- Cb MASONRY WALL) STRINGERS TO BE y Z co A -A PLAN VIEW 180 DEGREE TURN LANDING NOTCHED AT LANDING o U I- 0 00 a Jtntxzwo—it 0 SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS U) 0 = 2 co —B \ ST0OT USED ZQ=c�z E 2 N BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS R 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 914. \ 2x6 HEIGHT AND PLAN (3)2x12 LAYOUT. HEADER V-0" (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID-SPANSUPPORT 6'-0" (2) 2x12 A 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER ---_ 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I ATTACHING TO I I I I MASONRY WALL) CONT I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING 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 61.0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 71-0" 914. (1) 2x12 (1) 2x8 2x6 5'-0" (3)2x12 2x8 V-0" (2) 2x12 2x8 7'-011 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" O Q zo no a F- 0 04 J ZwN`C 3-Y-2'` F-- F— O SEE ARCH PLAN I 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO F— STUDS W/ (2) 16d TOE o W � " O.C.x4 #2 SPF STUDS X X NAILS W @ 24" 2x4 SILL PLATE W/ (2) I GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, ..p � —■� 2x6 VERTICAL @ 6-0 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF C 4" O 1 0d NAILS @ .. O.C. MIN. AND @ANY 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) HANDRAILVERTICAL LOCATIONS). KNEEWALL NOTCH SILL PLATE FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING spa TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING 2x4 CONT. TOP PLATE (ATTACH TOP PLATE C ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d TO TRUSS W/ (3) Y4" x 3" 3 1/2" TOE NAILS ~ DOUBLE TRUSS PARALLEL TO FLOOR EQUALLYOOD SCREWS 0 O SECTION X -X N.T.S. SPACED/CENTERED IN 2x4 #2 SPF STUDS @ Vi Q LLI 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE W O STUDS 2/ (2) 16d TOE '`�` STUDS W/ (2) 16d TOE 'Jill2ATTACHED TO TRUSS Q ll-- O NAILS NAILSBELOW (OTHERWISE M U) 2x4 2x4 #2 SPF STUDS @ SEE ARCH PLANI ATTACH W/ (2) 12d Z m 24" O.C. W/ (2) 12dMF MAX. 4'-0" ABOVE FLOOR I TOENAILS @ BOTTOM) it 0 — Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ ~ J I-- ce SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d X X NOTCH FLOOR 2x4 SILL PLATE W/ (2) �d w >- W 0 ••� FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. Q _ \CNT. BRCE & 10d ACCOMMODATE 2x ( NAILS @ 4A O.C.TO ~ ~ 2x4 SILL PLATE W/ (2) FLOOR SHEATHING W 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. __ W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 " O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: BED / BAD TO SLIDE DOWN TO W/ (2) Ya'"x3" SDS FACE OF TRUSS I ___.._.._ (2) SIMPSON LSTA24 SCREWS EQUALLY A DRAFTING: STRAP (1 EA. SIDE OF _ SPACED & CENTERED 52 STRUCT: JRH STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND Q IN TRUSS L -BRACE @ 6'-0" O.C. & QC CHECK: CC FLOOR BEAM CONDITION TO TRUSS W/ (3) Ya" x 3" @ ANY OPENING eUI�D1 SDS WOOD SCREWS JOB No. TM -2152161 FLOOR BEAM SEE ----- BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN PLAN EQUALLY SPACED/CENTERED IN Sty4 j ti SCALE: AS INDICATED 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 05/06/2016 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rSTO*1� GEN. STAIR AND LANDING FRAMING DETAILS rST03 ANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C.HSINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR # 6 ! 1 3 5 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) N 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.