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Home My WebLink About285 Big Spring Ter 16-2208 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP 5ERVICE/PANEL BOX, 42" UPPER CA51NET5, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. GENERAL CONSTRUCTION NOTES: Ar)l CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (21014) KIDDnnvc NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS LV I 10J I Hui\ � OCCUPANCY AND CONSTRUCTION TYPE: ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. DARLINGTON 2585 CEILING CON5TRUCTION: ELEV. I. THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BBENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH RB.C.R - 5TH EDITION (2014) 81102.3.5. GAMGE RIGHT EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF 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 FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014) R103b.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE TAYLOR MORRISON LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED, PER F.B.C.R 5TH EDITION (2014) R1031o.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH A5TM C 926, 5T UCCOONT O 0 L J ^NTS 01-01-16 CREATED LOT 5PECIFIC PLAN FOR LOT 183 IN THORNBROOKE 40'6, ELEVATION "B GARAGE RIGHT UJ/ PLAN OPTION5 INCLUDING: ADDITIONAL 51NK AT BATH 3,9 FT. POCKET 5LIDER AT FAMILY ROOM, 8 FT. INTERIOR DOORS AT MAIN FLOOR, VENT HOOD/MICROWAVE TO OUTSIDE, (1) CEILING FAN PRE-WIRE5 AND OUTLET IN NOT -WET AREA. "NO FIRE RATED 5OFFIT REQUIRED11 G R 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 5F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE56: ,n/T I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM PLANREVISIONS D R Y Y 1 N G INDEX OPENING HEIGHT OF 44" A50YE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 1. 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 COV - GENERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS. / / 2. APPROVED CORROSION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 1 - SLAB INTERFACE PLAN CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103,8. 2A1 - MAIN FLOOR PLAN NOTES WINDOW IN5TALLATION: 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.' 2A2 - MAIN F LOO R PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: 2 B 1 - UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THIGKNE55, 50LID CORE (S.C.) OR HONEYCOMB s x c CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 0 rte. ® Z 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: Uj PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, 2C INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 45PHALT 5HINGLE5 (IF APPLICABLE) d" m �Ilfllf I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R905.2.6.1. 3B1 - FRONT ELEVATION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN�� °;;• J�� 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TIDO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11,."* .� •,� 3B2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION A5TM A n REATER,9, TYPE IONRE LAYER OFIV UNDERLAYMENTA5TM D ICOMPLYYNG WITH A5D IN TM pA226� TYPEWITH S ASM p 4869, TYPE IRW5�1, FOR RU R A5TM OOF ED FROMIS REQUIRED INFOUR UNITS ACCORDANCE WITH SECTIONTICAL IN 12 UNITS HORIZONTAL = ;2 , J 89052.1. , ,� :� " - D o � 4 3B3 - FLASHING DETAILS •> 0 CLAY AND CONCRETE TILE (IF APPLICABLE) 3B4- FLASHING DETAILS 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 �� •°•°°••�' ��'*`~ RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Ymp 15 DETERMINED IN ACCORDANCE WITH D 226, TYPE 4A - MAIN FLOOR ELECTRICAL PLAN 11;EA6TM D 2626, TCTION R3012.13 YPE 11; R A5TM D 910 R A5TM TIONS OF p 6380, CLA 118,119 OR 5 M� NERAL SURFACED ROLL PROOFER NG AND SHALL I13ENINSTALLED N (2014) 3A CHORDA ALL �EFWITH FR5A/TRWITH A5TM FLORIDA NIGH i�f 111 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETEWI1 NED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS 4B - UPPER FLOOR ELECTRICAL PLAN OFRAS 118,119OR120 CHIMNEY HEIGHT REQUIREMENTS (IP APPLI(-ABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. V) TUB AND 5HOWER AREAS:` I. CEMENT, FIBER -CEMENT, OR GLA65 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: 0�1 I. PENETRATION, PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L RECORD COPY TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN61DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REVIEWED FOR CODE COMPLIANCE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 4F MECHANICAL AND HVAC. PLANS EXAMINER I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF G - w>6'- /. -. APPLICATION FOR PERMIT. M DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE 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 00 'ORDBUILDING �s�' p�� (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 T� A PERMIT ISSUED SHALL 13E CONSTRUED TO BE A mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. LICENSE TTY PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO R SET ASIDE ANY OF: THE PROVISION S OF THE TECHNICAL, LTERTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 1'HF= BUILDING OFFICIAL FROM THER iN IN OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF REQUIRING A CORRECTION OF ERRORS CONSTRUCTION OR VIOLATIONS OF THIS CODE 5ECTION5 M1411.3. EXHAUST FANS AND VENTING: COMPACTION TEST 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. • REQUIRED 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY .Results to be Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. at Slab Inspection 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 23 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 5005TER FAN 15 INSTALLED AND LISTED AND 2585 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 • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACGE5515LE 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 "TH15 DRYER 6 2 2 0 8 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." TITLE • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC, COVER SHEET GENERAL NOTES ^ ATTENTION GENERAL CONTRACTOR /BUILDER: — ��' 155UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING - SA NF°OF�r) CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL . FEESIF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, . THE DRAFTER SHALL NOT BE HELD RESPONSIBLE SHEET • REV. 10-14-2015 cov. y DAVIS BEWS x y.. DESIGN GROUP i� 0 j 150 STATE STREET EAST OUXMAR, FLORMA 34677 0 0 J W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 � rrAA ` > 011 V L ° 25 • 0 0 0` n � o 0-j coo CY .0 cCCo 0 o 0 Z N L d 2A2 - MAIN F LOO R PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: 2 B 1 - UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THIGKNE55, 50LID CORE (S.C.) OR HONEYCOMB s x c CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 0 rte. ® Z 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: Uj PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, 2C INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 45PHALT 5HINGLE5 (IF APPLICABLE) d" m �Ilfllf I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R905.2.6.1. 3B1 - FRONT ELEVATION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN�� °;;• J�� 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TIDO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11,."* .� •,� 3B2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION A5TM A n REATER,9, TYPE IONRE LAYER OFIV UNDERLAYMENTA5TM D ICOMPLYYNG WITH A5D IN TM pA226� TYPEWITH S ASM p 4869, TYPE IRW5�1, FOR RU R A5TM OOF ED FROMIS REQUIRED INFOUR UNITS ACCORDANCE WITH SECTIONTICAL IN 12 UNITS HORIZONTAL = ;2 , J 89052.1. , ,� :� " - D o � 4 3B3 - FLASHING DETAILS •> 0 CLAY AND CONCRETE TILE (IF APPLICABLE) 3B4- FLASHING DETAILS 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 �� •°•°°••�' ��'*`~ RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Ymp 15 DETERMINED IN ACCORDANCE WITH D 226, TYPE 4A - MAIN FLOOR ELECTRICAL PLAN 11;EA6TM D 2626, TCTION R3012.13 YPE 11; R A5TM D 910 R A5TM TIONS OF p 6380, CLA 118,119 OR 5 M� NERAL SURFACED ROLL PROOFER NG AND SHALL I13ENINSTALLED N (2014) 3A CHORDA ALL �EFWITH FR5A/TRWITH A5TM FLORIDA NIGH i�f 111 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETEWI1 NED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS 4B - UPPER FLOOR ELECTRICAL PLAN OFRAS 118,119OR120 CHIMNEY HEIGHT REQUIREMENTS (IP APPLI(-ABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. V) TUB AND 5HOWER AREAS:` I. CEMENT, FIBER -CEMENT, OR GLA65 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: 0�1 I. PENETRATION, PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L RECORD COPY TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN61DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REVIEWED FOR CODE COMPLIANCE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 4F MECHANICAL AND HVAC. PLANS EXAMINER I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF G - w>6'- /. -. APPLICATION FOR PERMIT. M DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE 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 00 'ORDBUILDING �s�' p�� (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 T� A PERMIT ISSUED SHALL 13E CONSTRUED TO BE A mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. LICENSE TTY PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO R SET ASIDE ANY OF: THE PROVISION S OF THE TECHNICAL, LTERTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 1'HF= BUILDING OFFICIAL FROM THER iN IN OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF REQUIRING A CORRECTION OF ERRORS CONSTRUCTION OR VIOLATIONS OF THIS CODE 5ECTION5 M1411.3. EXHAUST FANS AND VENTING: COMPACTION TEST 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. • REQUIRED 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY .Results to be Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. at Slab Inspection 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 23 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 5005TER FAN 15 INSTALLED AND LISTED AND 2585 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 • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACGE5515LE 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 "TH15 DRYER 6 2 2 0 8 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." TITLE • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC, COVER SHEET GENERAL NOTES ^ ATTENTION GENERAL CONTRACTOR /BUILDER: — ��' 155UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING - SA NF°OF�r) CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL . FEESIF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, . THE DRAFTER SHALL NOT BE HELD RESPONSIBLE SHEET • REV. 10-14-2015 cov. y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 2A2 - MAIN F LOO R PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: 2 B 1 - UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THIGKNE55, 50LID CORE (S.C.) OR HONEYCOMB s x c CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 0 rte. ® Z 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: Uj PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, 2C INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 45PHALT 5HINGLE5 (IF APPLICABLE) d" m �Ilfllf I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R905.2.6.1. 3B1 - FRONT ELEVATION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN�� °;;• J�� 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TIDO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11,."* .� •,� 3B2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION A5TM A n REATER,9, TYPE IONRE LAYER OFIV UNDERLAYMENTA5TM D ICOMPLYYNG WITH A5D IN TM pA226� TYPEWITH S ASM p 4869, TYPE IRW5�1, FOR RU R A5TM OOF ED FROMIS REQUIRED INFOUR UNITS ACCORDANCE WITH SECTIONTICAL IN 12 UNITS HORIZONTAL = ;2 , J 89052.1. , ,� :� " - D o � 4 3B3 - FLASHING DETAILS •> 0 CLAY AND CONCRETE TILE (IF APPLICABLE) 3B4- FLASHING DETAILS 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 �� •°•°°••�' ��'*`~ RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Ymp 15 DETERMINED IN ACCORDANCE WITH D 226, TYPE 4A - MAIN FLOOR ELECTRICAL PLAN 11;EA6TM D 2626, TCTION R3012.13 YPE 11; R A5TM D 910 R A5TM TIONS OF p 6380, CLA 118,119 OR 5 M� NERAL SURFACED ROLL PROOFER NG AND SHALL I13ENINSTALLED N (2014) 3A CHORDA ALL �EFWITH FR5A/TRWITH A5TM FLORIDA NIGH i�f 111 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETEWI1 NED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS 4B - UPPER FLOOR ELECTRICAL PLAN OFRAS 118,119OR120 CHIMNEY HEIGHT REQUIREMENTS (IP APPLI(-ABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. V) TUB AND 5HOWER AREAS:` I. CEMENT, FIBER -CEMENT, OR GLA65 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: 0�1 I. PENETRATION, PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LA15-ON-GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L RECORD COPY TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN61DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REVIEWED FOR CODE COMPLIANCE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 4F MECHANICAL AND HVAC. PLANS EXAMINER I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF G - w>6'- /. -. APPLICATION FOR PERMIT. M DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE 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 00 'ORDBUILDING �s�' p�� (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 T� A PERMIT ISSUED SHALL 13E CONSTRUED TO BE A mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. LICENSE TTY PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO R SET ASIDE ANY OF: THE PROVISION S OF THE TECHNICAL, LTERTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 1'HF= BUILDING OFFICIAL FROM THER iN IN OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF REQUIRING A CORRECTION OF ERRORS CONSTRUCTION OR VIOLATIONS OF THIS CODE 5ECTION5 M1411.3. EXHAUST FANS AND VENTING: COMPACTION TEST 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. • REQUIRED 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY .Results to be Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. at Slab Inspection 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 23 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 5005TER FAN 15 INSTALLED AND LISTED AND 2585 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 • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACGE5515LE 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 "TH15 DRYER 6 2 2 0 8 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." TITLE • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC, COVER SHEET GENERAL NOTES ^ ATTENTION GENERAL CONTRACTOR /BUILDER: — ��' 155UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING - SA NF°OF�r) CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL . FEESIF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, . THE DRAFTER SHALL NOT BE HELD RESPONSIBLE SHEET • REV. 10-14-2015 cov. 15'-011 I'-411 J 11VV_QII QII 651-4'1 H$.EL,� EVATION/ PITCH 1/5" / FT. o _ a b Lu 1'-411 52'-4" 9'-0" TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE x w 150 STATE STREET EAST OL DSMAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c--,- r u7 O JO�O -j c"N; 1 to �N�M N r, > > J N QII QII U V 6 • o O N n '✓7 'o '0 ti o Y � I I 50 GAL, 4 o�CC�' Z N L -I G.C. VERIFY ACRYLIC III o ON LANAI I a _ I I2]J I 9'-8" 31'-1011 I 9.1II III 3 .S I � II 20 -0 i 8 — 7� OF REF. I e o \ / °' i AA IV C.J. -------- - -i CJ. 3A2 PITCN / FT. p N PROVIDE WATER �� LINE FOR ICE MAKER /� PITCH i PAVER DRIVE / LEAD WALK _ REFERENCE / eT TO DRAIN Lu e " ELEVATION W = NOTE: ALL SLAB ANGLES � tl, ARE AT 45° (UN.O.) i o v m — I 3/4" CONDENSATION DRAIN BY PLUMBER AIR HANDLER LINES FROM 13 2 -5 IS 6 8 UPPER FLOOR / M 3/4" RECESS I I I `° I N FOR ENTRY DR - R4" 4"P.V.C. I I 28' 9.1 �, 10'-1011 81 II 21.811 2.011 4 3'-6"6.6" A/C IT" PAD (5EE MECH. CONTRACTOR 20' Il" 2'-1" 1'-8" 3'-10" I rr I 5 4 13-8 -- 16' "' 19'-011 FOR LOC.) _ _ i I I I31-811 -` a 3' 811 ISI "— «� TILE _ _ _ _�° 3/411 CONDENSATION 4" P.V.C. DRAIN BY PLUMBER SEATI kRECE66 ABV. 21.0 ` �I _ ISI r — I I / I I PAVERS 8 `A J) �I I L Jn9vw.c. I N I I S" C.M.U. WALL ABV. _ _�—�_ 811 C.M.U. WALL ABV. H$.EL,� EVATION/ PITCH 1/5" / FT. o _ a b Lu 1'-411 52'-4" 9'-0" TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE JOB NUMBER 26002.171 • CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED x w 150 STATE STREET EAST OL DSMAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c--,- r u7 O JO�O -j c"N; 1 to �N�M N r, > > J N 6 • o O N n '✓7 'o '0 ti o Y � ro�N LJ *(D 4 o�CC�' Z N L -I JOB NUMBER 26002.171 • CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED 00 C)7-4 0 W c� Q LL OG �� o•aags � /d 000 • ®�/�� d� w: coc; fro —W Zer. 0: ®4 O X11 W M pC WV) No 0 i -I 00 0 0 . 011 2585 INC • TITLE . SLAB INTERFACE PLAN 1' #16-2208 INTERFACE PLAN SHEET SCALE: 1/4" = 1' 0" GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL DSMAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c--,- 00 C)7-4 0 W c� Q LL OG �� o•aags � /d 000 • ®�/�� d� w: coc; fro —W Zer. 0: ®4 O X11 W M pC WV) No 0 i -I 00 0 0 . 011 2585 INC • TITLE . SLAB INTERFACE PLAN 1' #16-2208 INTERFACE PLAN SHEET SCALE: 1/4" = 1' 0" GARAGE RIGHT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * • JOB NUMBER 26002.171 • CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED REFER TO 5HEET 2A2 VENT HOOD AND FOR MAIN FLOOR _"T 01 T.OM. T.O.M. MICROWAVE TO EXTERIOR T.OM, T.OM. PLAN DIMENSIONS 9' 4" 9' 4" 9' 4" 2 - 26 5H. AFF. AFF. HE. AT 8'-0" A.F.F. N.B. — — — — — — — — — Li O.H.C. O O.H.C. o I ----- --- T.O.M. BOTT. OF LINT TION, °; I 9' 4" �AT 8'-0" A.F.F. 9. 4.. i I IF — — - — , — — --- AFF. RANGE 950 GAL, OW/ HOOD I W.H. G.C. VERIFY ACRYLIC ARCH FROM I W __jI o a 42" UPPER ON LANAI 8'-0" To 8' 8" Lu I A I O° CABINETS LANAI a FAMILY ROM I zc I— I INSULATE i LINE OF SECOND DINING I \, KITCHEN I WALLS 9'-8"x14'-4" += 19'-6"x14'-0" I FLOOR ABV. 10 -6"x14'-0" PLT. HT. 2 -STORY VOLUME I I / \ 9'-4" FLAT CLC. 9'-4' FLAT CLC. wI l l I I AA 2 5TORY 19'-4" / �, "I I I 3A2 cLG. c1 �G` oARAGo -o" 9'-4" PLT. HT. o T.oM. I CPT. TILE INSULATE I� - �I I PAVER DRIVE / LEAD WALK T.O.M. 9'-4" OPENING I I 42" H. STAIR DATA: ARCH FROM / }� 0` ABOVE I cz 9 4 AFF. o FTO UNDER LOW WALL IS RISERS AT 8' 6" TO 8'-10" / ��\V\` Z "' STAIRS I �/ LINE OF SECOND � I a - 1.38 EACH / FLOOR ABV. S 10.00" TREADS \ o R/5 UP / / \ Lu I [J.I FLUSH FRAME TO FURRING 19' 4" SLOPING I I 2 5 OR 9'-4" AIR HANDLER M LINES FROM BARREL ARCH 9 CLG. CLG. i VO UME CLG. 9._4„ FROM 8'-6" I UPPER FLOOR CLG. TO V-10" LINE OF SECOND FLAT HDR--/ (2) 2-6 S-0 FLOOR ABY. L — — - — — — _. _ ■. ®�O FOYER O I AT 4'-4.. I � �� lo 5 5N. 9,_4>, INSULATE c� LLi .ci: SEE SECTION I 9 4 \FLAT CLG. WALLS c = MASTER SUITE 19 4 I CLG. \ \ I co U 16'-0"x14'-4" CLG. a�2 9' 411 \ \ \ �� GA 9'-4" FLAT CLG. 2-46-0 CLG' ARCH FROM @� �. I a T.O.M. %4111111//� e z 6xs 0 M.C. I BFD`' ENTRY BFp DEN 6-b" TO V-10" 0 �o' N Q �,D9E 13'-6"x3-6" A/C I I .3'-6"x3-6" A/C PAD (6EE CONTRACTOR CH II CONTRACTOR PAD (SEE GH FOR LDC.) I I FOR LOG.) L ----_J L_ ---J TYPICAL MASONRY x m w WINDOW SCHEDULE 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DENVER .EST. 1994 �- WINDOW WIDTHS s' a2011 0 JMh� 2111 3 111 t3" F_ = WINDOW CALL -OUTS 00 U 2611 0_j C0 12 5H 1/2 32 5H 22 5H 32 5H w 4. �n 00 Z11 04 = 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H O Z 63" 15 5H 1/2 35 5H 25 5H 35 5H F-1 Z 1-4 12" s 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, u Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. 0 Z • REFER t0 FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) • JOB NUMBER 26002.171 • CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED REFER TO 5HEET 2A2 VENT HOOD AND FOR MAIN FLOOR _"T 01 T.OM. T.O.M. MICROWAVE TO EXTERIOR T.OM, T.OM. PLAN DIMENSIONS 9' 4" 9' 4" 9' 4" 2 - 26 5H. AFF. AFF. HE. AT 8'-0" A.F.F. N.B. — — — — — — — — — Li O.H.C. O O.H.C. o I ----- --- T.O.M. BOTT. OF LINT TION, °; I 9' 4" �AT 8'-0" A.F.F. 9. 4.. i I IF — — - — , — — --- AFF. RANGE 950 GAL, OW/ HOOD I W.H. G.C. VERIFY ACRYLIC ARCH FROM I W __jI o a 42" UPPER ON LANAI 8'-0" To 8' 8" Lu I A I O° CABINETS LANAI a FAMILY ROM I zc I— I INSULATE i LINE OF SECOND DINING I \, KITCHEN I WALLS 9'-8"x14'-4" += 19'-6"x14'-0" I FLOOR ABV. 10 -6"x14'-0" PLT. HT. 2 -STORY VOLUME I I / \ 9'-4" FLAT CLC. 9'-4' FLAT CLC. wI l l I I AA 2 5TORY 19'-4" / �, "I I I 3A2 cLG. c1 �G` oARAGo -o" 9'-4" PLT. HT. o T.oM. I CPT. TILE INSULATE I� - �I I PAVER DRIVE / LEAD WALK T.O.M. 9'-4" OPENING I I 42" H. STAIR DATA: ARCH FROM / }� 0` ABOVE I cz 9 4 AFF. o FTO UNDER LOW WALL IS RISERS AT 8' 6" TO 8'-10" / ��\V\` Z "' STAIRS I �/ LINE OF SECOND � I a - 1.38 EACH / FLOOR ABV. S 10.00" TREADS \ o R/5 UP / / \ Lu I [J.I FLUSH FRAME TO FURRING 19' 4" SLOPING I I 2 5 OR 9'-4" AIR HANDLER M LINES FROM BARREL ARCH 9 CLG. CLG. i VO UME CLG. 9._4„ FROM 8'-6" I UPPER FLOOR CLG. TO V-10" LINE OF SECOND FLAT HDR--/ (2) 2-6 S-0 FLOOR ABY. L — — - — — — _. _ ■. ®�O FOYER O I AT 4'-4.. I � �� lo 5 5N. 9,_4>, INSULATE c� LLi .ci: SEE SECTION I 9 4 \FLAT CLG. WALLS c = MASTER SUITE 19 4 I CLG. \ \ I co U 16'-0"x14'-4" CLG. a�2 9' 411 \ \ \ �� GA 9'-4" FLAT CLG. 2-46-0 CLG' ARCH FROM @� �. I a T.O.M. %4111111//� e z 6xs 0 M.C. I BFD`' ENTRY BFp DEN 6-b" TO V-10" 0 �o' N Q �,D9E 13'-6"x3-6" A/C I I .3'-6"x3-6" A/C PAD (6EE CONTRACTOR CH II CONTRACTOR PAD (SEE GH FOR LDC.) I I FOR LOG.) L ----_J L_ ---J x m w 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DENVER .EST. 1994 �- o� 0 0 JMh� 'A 2u�j�M YI `. >'Jm 00 0_j C0 E 4. �n 00 Z11 04 • JOB NUMBER 26002.171 • CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED REFER TO 5HEET 2A2 VENT HOOD AND FOR MAIN FLOOR _"T 01 T.OM. T.O.M. MICROWAVE TO EXTERIOR T.OM, T.OM. PLAN DIMENSIONS 9' 4" 9' 4" 9' 4" 2 - 26 5H. AFF. AFF. HE. AT 8'-0" A.F.F. N.B. — — — — — — — — — Li O.H.C. O O.H.C. o I ----- --- T.O.M. BOTT. OF LINT TION, °; I 9' 4" �AT 8'-0" A.F.F. 9. 4.. i I IF — — - — , — — --- AFF. RANGE 950 GAL, OW/ HOOD I W.H. G.C. VERIFY ACRYLIC ARCH FROM I W __jI o a 42" UPPER ON LANAI 8'-0" To 8' 8" Lu I A I O° CABINETS LANAI a FAMILY ROM I zc I— I INSULATE i LINE OF SECOND DINING I \, KITCHEN I WALLS 9'-8"x14'-4" += 19'-6"x14'-0" I FLOOR ABV. 10 -6"x14'-0" PLT. HT. 2 -STORY VOLUME I I / \ 9'-4" FLAT CLC. 9'-4' FLAT CLC. wI l l I I AA 2 5TORY 19'-4" / �, "I I I 3A2 cLG. c1 �G` oARAGo -o" 9'-4" PLT. HT. o T.oM. I CPT. TILE INSULATE I� - �I I PAVER DRIVE / LEAD WALK T.O.M. 9'-4" OPENING I I 42" H. STAIR DATA: ARCH FROM / }� 0` ABOVE I cz 9 4 AFF. o FTO UNDER LOW WALL IS RISERS AT 8' 6" TO 8'-10" / ��\V\` Z "' STAIRS I �/ LINE OF SECOND � I a - 1.38 EACH / FLOOR ABV. S 10.00" TREADS \ o R/5 UP / / \ Lu I [J.I FLUSH FRAME TO FURRING 19' 4" SLOPING I I 2 5 OR 9'-4" AIR HANDLER M LINES FROM BARREL ARCH 9 CLG. CLG. i VO UME CLG. 9._4„ FROM 8'-6" I UPPER FLOOR CLG. TO V-10" LINE OF SECOND FLAT HDR--/ (2) 2-6 S-0 FLOOR ABY. L — — - — — — _. _ ■. ®�O FOYER O I AT 4'-4.. I � �� lo 5 5N. 9,_4>, INSULATE c� LLi .ci: SEE SECTION I 9 4 \FLAT CLG. WALLS c = MASTER SUITE 19 4 I CLG. \ \ I co U 16'-0"x14'-4" CLG. a�2 9' 411 \ \ \ �� GA 9'-4" FLAT CLG. 2-46-0 CLG' ARCH FROM @� �. I a T.O.M. %4111111//� e z 6xs 0 M.C. I BFD`' ENTRY BFp DEN 6-b" TO V-10" 0 �o' N Q �,D9E 13'-6"x3-6" A/C I I .3'-6"x3-6" A/C PAD (6EE CONTRACTOR CH II CONTRACTOR PAD (SEE GH FOR LDC.) I I FOR LOG.) L ----_J L_ ---J ui 9 -4 PLT. HT. I tiCPT. TILEM BATH1 o' -4"x1 o' -s" 9'-4" FLAT CLG. I PAVERS � ��.� 9'-4" FLAT CLG. I I w- I CQ I r xr� 24 G TILE I ' o a I PWDR. FLU5H FRAME I 16x8 0 L= I— -� 9 -4 TO FURRING 11-P BFD 5HOWER TEMP, GL. ENCL. F_ — I UTIL I d P 9 4 cLG. Q ON 42" H. LOW WALL NANSEN BOX I = 9'-4" G.C. VERIFY 8'-0" N 2 265x. I ~`" I CLG. PED. ---------I 60, "+•' .... .w 5 SH. LAV. 20" H. TIL.. o I � Q INTERIOR DOORS SEAT HD. AT 8'-0" L —�J LAY WC AT MAIN FLOOR ��/ * R o B. 24 5H. 13 SH. FLAT HEADER T.OM. T.OM. TEMP. GL. ENCL. AIR HANDLER HD. AT V-0" HD, AT 8'-0" AT 8'-0" AFF. ON 42" H. LOW WALL g .4 9 4 LINES FROM UPPER FLOOR DIRECT VENT DRYER AFF. THRU EXT. WALL 0 re 0 M pC 00 0 Tmmi J HATCHING LEGEND >= 0 INSULATE WALL #16-2108 TOTAL LIVINCx 2582 S.F. G; ARAGE 455 S.P. LANAI 139 S.F. ENTRY 71 S.F. MAIN FLOOR PLAN NOTES SCALE: 1/4" - 1'-0" GARAGE RIGHT 2585 , • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DENVER .EST. 1994 �- ui 9 -4 PLT. HT. I tiCPT. TILEM BATH1 o' -4"x1 o' -s" 9'-4" FLAT CLG. I PAVERS � ��.� 9'-4" FLAT CLG. I I w- I CQ I r xr� 24 G TILE I ' o a I PWDR. FLU5H FRAME I 16x8 0 L= I— -� 9 -4 TO FURRING 11-P BFD 5HOWER TEMP, GL. ENCL. F_ — I UTIL I d P 9 4 cLG. Q ON 42" H. LOW WALL NANSEN BOX I = 9'-4" G.C. VERIFY 8'-0" N 2 265x. I ~`" I CLG. PED. ---------I 60, "+•' .... .w 5 SH. LAV. 20" H. TIL.. o I � Q INTERIOR DOORS SEAT HD. AT 8'-0" L —�J LAY WC AT MAIN FLOOR ��/ * R o B. 24 5H. 13 SH. FLAT HEADER T.OM. T.OM. TEMP. GL. ENCL. AIR HANDLER HD. AT V-0" HD, AT 8'-0" AT 8'-0" AFF. ON 42" H. LOW WALL g .4 9 4 LINES FROM UPPER FLOOR DIRECT VENT DRYER AFF. THRU EXT. WALL 0 re 0 M pC 00 0 Tmmi J HATCHING LEGEND >= 0 INSULATE WALL #16-2108 TOTAL LIVINCx 2582 S.F. G; ARAGE 455 S.P. LANAI 139 S.F. ENTRY 71 S.F. MAIN FLOOR PLAN NOTES SCALE: 1/4" - 1'-0" GARAGE RIGHT 2585 , • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II 65'-4" 29'-O` 36'-4" REFER TO SHEET 2Al FOR MAIN FLOOR PLAN NOTES F7ffr x - - --------- DAVIS BEWS DESIGN GKOVP i� 0r 0 C) lQ EST. 1994 c---- 0 co J oi M s�� Y/ i� 0 � M r T >>JM LL . 00 :215 .0 o` '54 II �C�{{°a E �3 `V8 II i II 65'-4" 29'-O` 36'-4" REFER TO SHEET 2Al FOR MAIN FLOOR PLAN NOTES JOB NUMBER 26002 171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED F7ffr x - - --------- DAVIS BEWS DESIGN GKOVP i� 0r 0 C) lQ EST. 1994 c---- 0 co J oi s�� Y/ i� 0 � M r >>JM LL . 00 :215 .0 o` '54 �C�{{°a E �3 `V8 L—�'cp 0 00 0 4+ ZNi0 JOB NUMBER 26002 171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED uj CCV i p -a ® z � U C W _J CO e� \II Ii U11� ��,��. � •ei.ioge .4 I� "hen p••(G •p o �. c; 'r • 0 ti ne M oC 000 >mJ 2585 s 1 � Ls #16-2208 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT F7ffr - - --------- DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDWW FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c---- uj CCV i p -a ® z � U C W _J CO e� \II Ii U11� ��,��. � •ei.ioge .4 I� "hen p••(G •p o �. c; 'r • 0 ti ne M oC 000 >mJ 2585 s 1 � Ls #16-2208 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED TYPICAL WOOD FRAME x ca w DAVISCID BEWS DESIGN GROVP WINDOW SCHEDULE J r0 C -� EST. 1994 WINDOW WIDTHS �k LID 0 _I co 20" 24" 36" 48" H WINDOW CALL -OUTS 0 LL • 0 �.0r, O0_j C0 20" U) 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W 0 g Z 1 01 = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 'S" J 0 36 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, cLu n WINDOW 51ZE5 AND I1\15TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED x ca w DAVISCID BEWS DESIGN GROVP J r0 C -� EST. 1994 LID 0 _I co V/ 0in�c) 0 LL • 0 �.0r, O0_j C0 >2 LLY ro°' � ro N J * 0 0 g Z 1 01 JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED a: M now ai ,V C)16 cm J 00w -t t0 Lu z Lu LL Milli LU o•W: • 111 HD. AT T-8" PAN AND DRAIN PLATFORM w. Al 1-o M UNDER A.H.U. * EGRESS W 0 r4e 0 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 00 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) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 J 2585 #16-2208 UPPER FLOOR PLAN NOTES SHEET B 1 GARAGE %RIGHT 2 1 DAVISCID BEWS DESIGN GROVP 150 $TATS STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER_ -� EST. 1994 a: M now ai ,V C)16 cm J 00w -t t0 Lu z Lu LL Milli LU o•W: • 111 HD. AT T-8" PAN AND DRAIN PLATFORM w. Al 1-o M UNDER A.H.U. * EGRESS W 0 r4e 0 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 00 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) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 J 2585 #16-2208 UPPER FLOOR PLAN NOTES SHEET B 1 GARAGE %RIGHT 2 1 I JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED . C x m 150 STATE ST EE► FAST OLD5MW FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 r0 0 JU�O J co I rA 0�� Y+ N L >iJN L L 'a LL 00o 21- .r 0 -1 00 Y CY CY i J 0 S croro co z JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED U4 91 � M b tV co6 C z C- W.6 C � L LCL. co ic- 0 0 o� 4 W mmmi SANS=ORD) OR 16-2 2p.� UPPER FLOOR PLAN DIMENSIONS j GARAGERIGHT 2585 DAVIS BEWS DESIGN GROW 150 STATE ST EE► FAST OLD5MW FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 U4 91 � M b tV co6 C z C- W.6 C � L LCL. co ic- 0 0 o� 4 W mmmi SANS=ORD) OR 16-2 2p.� UPPER FLOOR PLAN DIMENSIONS j GARAGERIGHT 2585 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.D.C.. - 5TH EDITION (2014). 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS 514ALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE56 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 36" H. CONTINUOUS 41" H GRASPABLE LOW WALL OPT. 8" TRAY CLG. 3/4" PLYWD. RAILING IN MASTER SUITE DECKING BEAM BEAM LINE OF 6'-8" MIN. 7' r FLOOR SYSTEM HEAD CLEARANCE� SYSTEM UNDER -STAIR PROTECTION ENCL05ED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM 50ARD PER F.B.C.. - 5TH EDITION (2014) R302.1 a 2x STRINGERS 10.00" J 42" H. (TYP LOW WALL u N 1" NOSING I-- (TYP) STORAGE UNDER `r 2x TREADS AND 61 STAIRS `r Ix RISERS (TYP.) n, N 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1'-0" JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED x DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34877 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 100 JL�O 0 JMhW to � 0�� L >>.JN 0 0 0-�0 U. 0 rJ4-J0 c to0 0 ^ +� z 01 JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED LLI �. CD 00 r� ® Z c� W .v Q J LL im � r »qua TRU55E5 �`Z° • •.�°L� �� ri O .,�� •,r ,, •o� ®o`er rvo 0 0 M W fir/ J i rto)00 oC TYP . ARCHWAY A SCALE: I/41' = 1' -011 0 • lie 2585 TITLE • PLAN DETAILS #16-2p,g 11xvv1-mi wix ATTIC ACCESS DETAIL SCALE: 1/2" - 1'-0" ,PLAN DETAILS - SCALE: 1/4" = I'-0" GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34877 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 LLI �. CD 00 r� ® Z c� W .v Q J LL im � r »qua TRU55E5 �`Z° • •.�°L� �� ri O .,�� •,r ,, •o� ®o`er rvo 0 0 M W fir/ J i rto)00 oC TYP . ARCHWAY A SCALE: I/41' = 1' -011 0 • lie 2585 TITLE • PLAN DETAILS #16-2p,g 11xvv1-mi wix ATTIC ACCESS DETAIL SCALE: 1/2" - 1'-0" ,PLAN DETAILS - SCALE: 1/4" = I'-0" GARAGE RIGHT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM G 1053. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103 -b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGNT5 �c 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 FINISHED 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 FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312,2 • x m C) Lo o 0 Jc`a'>I�p� N OM 1 ` 7 > J N ` QQLL(0 • 00 °°a� oCo INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM G 1053. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103 -b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGNT5 �c 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 FINISHED 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 FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312,2 • JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED 6 12 Q6 _.....- LSHINC�LE G.G. VERIFY ROOF/ 12 ALUMINUM OVER TUCCO 6" BANDING 2x6 5U5-FA5CIA FIN15H — — (TYPICAL) PLT. NT. SHINGLE ROOF PLT. HT. DAVIS BEWS DESIGN GROVP L STUCCO STUCCO Iso STATE STREET EAST 4" BANDING FINISH7 FINISH OLDSMAR, FLORIDA 34677 (TYP.) 7 813.925.1300 TEL �l �! 61 813.925.1500 FAX o� W W W.DAVISBEWS.COM 6" BANDING LLL* 11 TANtI'A • E>Er,4VM EST. 1994 6 1� LSHINGLE 6m STUCCO Q6 M SECOND F.F. LINE ROOF FINISH 7 SECOND F.F. LINE V 00 r® T.O.M. — ---- SHINGLE ROOF -- T.O.M. z � � w m c `.,,.I 8" BANDING BANDING 8" BANDING coLL TEXTURED ^�'�"°� TEXTURED [7 El [:1 El FINISH �r "a' •.00 •. •*Ig FIN15H ' SMOOTH uj J°p :.r 2a- TEXTUREq,--� • S�OOTH RED QUOINS (TYP.) Oti N �._ �.` QUOINS (TYP.) � � ,,�► �.# MAIN FE. LINE — — — — — MAIN F.F. LINE ' 1111 GRADE LINE -/4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) FRONT ELEVATION - SCALE: I/4" = I'-0'• 0 0 M CSC OCA 0 ..J F- 2585 #1s-2208 ELEVATION "B11 - TITLE • FRONT ELEVATION DETAILS • SHEET • GARAGE RIGHT II. • x m C) Lo o 0 Jc`a'>I�p� N OM N ` 7 > J N ` QQLL(0 • 00 °°a� oCo I� *C,4 CD 0oro^ f+ z . 2 of • JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED 6 12 Q6 _.....- LSHINC�LE G.G. VERIFY ROOF/ 12 ALUMINUM OVER TUCCO 6" BANDING 2x6 5U5-FA5CIA FIN15H — — (TYPICAL) PLT. NT. SHINGLE ROOF PLT. HT. DAVIS BEWS DESIGN GROVP L STUCCO STUCCO Iso STATE STREET EAST 4" BANDING FINISH7 FINISH OLDSMAR, FLORIDA 34677 (TYP.) 7 813.925.1300 TEL �l �! 61 813.925.1500 FAX o� W W W.DAVISBEWS.COM 6" BANDING LLL* 11 TANtI'A • E>Er,4VM EST. 1994 6 1� LSHINGLE 6m STUCCO Q6 M SECOND F.F. LINE ROOF FINISH 7 SECOND F.F. LINE V 00 r® T.O.M. — ---- SHINGLE ROOF -- T.O.M. z � � w m c `.,,.I 8" BANDING BANDING 8" BANDING coLL TEXTURED ^�'�"°� TEXTURED [7 El [:1 El FINISH �r "a' •.00 •. •*Ig FIN15H ' SMOOTH uj J°p :.r 2a- TEXTUREq,--� • S�OOTH RED QUOINS (TYP.) Oti N �._ �.` QUOINS (TYP.) � � ,,�► �.# MAIN FE. LINE — — — — — MAIN F.F. LINE ' 1111 GRADE LINE -/4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) FRONT ELEVATION - SCALE: I/4" = I'-0'• 0 0 M CSC OCA 0 ..J F- 2585 #1s-2208 ELEVATION "B11 - TITLE • FRONT ELEVATION DETAILS • SHEET • GARAGE RIGHT II. LANAI ROOF ------------------- ------V4:12 VENT REQUIREMENTS I � f I VENTILATION CALCULATIONS 1TATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 6:12 ------- ---------- HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ, IN. I 6:12 ,,, I ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. cl I VENT CALCULATIONS BASED ON THE FOLLOWING 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT y * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURERS SPECIFICATIONS I OF NET FREE AREA PER VENT. UPPER ROOF i i * * * * * * * VENT REQUIREMENTS I GIRDER VENTILATION CALCULATIONS I ROOF TRU55E5 TAMPA • L7E1,VER I TRU55 ATTIC AREA =1453 SQ. FT. / 300 = 4.84 SQ. FT. j AT 24" O.C. q 6 X 144 = 697 SQ. IN. I (TYPICAL) w Y/ D 6:12 HALF AT UPPER 2/3 ROOF VENTS = 348.72 SQ. IN. >aJM _Q 6:12 V L °"U.• # UPPER 2/3 ROOF VENTS REQUIRED = 3 F1 F1❑ Ua� 003�E I HALF AT LOW SOFFIT / EAVE VENTS = 348.72 SQ. IN. j �' VOLUME ACTUAL SOFFIT VENTILATION =1623 SQ. IN. I ❑ ❑ I I I 12 4 I I I I I I I I I f I I Lu I oQc 6:12 IL--------- I ----- ---J I I J _ I I I i I I 6:12 6:12 LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS I I ATTIC AREA = 526 SQ. FT. / 300 =1.75 SQ. FT. Lu X 144 = 252 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.24 SQ. IN. o # UPPER 2/3 ROOF VENTS REQUIRED =1 I _ _ _ _ _ HALF AT LOW SOFFIT / EAVE VENTS =126.24 SQ. IN. ACTUAL SOFFIT VENTILATION = 704.5 SQ. IN. TYP. OVERHANG AA AT HIP IU.N.O.J ROOF PLAN. 5CALE: I/8" , 1411 11/2" THICK SAND FIN16H KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,5.C.R. - 5TH EDITION (2014) R1031o.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 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 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) R312.2 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) R3122 12 6D 12 6 GIRDER '0� ROOF TRU55E5 TAMPA • L7E1,VER EST. 1994— TRU55 AT 24" O.C. q 6 j (TYPICAL) Y/ D >aJM V L °"U.• 11 F1 F] F] F1 F1❑ Ua� 003�E ❑ L2-5TORY BR. 3 L �' VOLUME ROOF TRUSSES AT 24" O.C. 0 ❑ ❑ ❑ ❑ 12 4 (TYPICAL)11 11 -•— FLOOR SYSTEM —► nf' AM I I — I_ - �� ❑❑ ❑❑�� LINTEL' GARAGE KI FAMILY �� v zo 'L-1 SECTION AA. 5CALE: 1/8" = 14" 6 12 q6 12 LSNINGLE SHINGLE 6� ROOF ROOF PLT. HT_ - - - - PLT. HT TEMP. L STUCCO 6, /,T,CCO FINISH * 6, FIN15H SHINGLE �l ROOF �gNINGLE SECOND F.F. LINE SECOND FF. LINE_ 8" Q6 ROOF SECOND FF. LINE T.o.M. — -T.o.M. v M - M T uu T -Z EXTURED LTEXTUREq — = LJ Ld m FIN15H FIN15H MATCH —= DISTANCE �p w uj nn AT FRONT MAIN F.F. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ L1� _ _ MAIN FF. LINE o c%1 00GRADE LINE GRADE LINE 0 Z (ASSUMED) (ASSUMED) c LL! si IM 11r/., LEFT ELEVATION ```` 5CALE: 1/8" : I.0 r 0 00 12 12 HIHI �BllPt� �s J 6p SHINGLE 12 ROOF SHINGLE,�'��i�� PLT. HT. ROOF PLT. HL F.G. F.G. * 6' W T FINISiH SECOND F.F. LINE 412 "T SHINGLE all _SECOND FF. LINE T.O.M. _ ROOF TDM. TEXTURED _ TEXTURED <, FINISH FINISH <r �— �-- r--- � MAIN IF. LINE _ TEMP. _ MAIN FF. LINE_ GRADE LINE GRADE LINE (A55UMED) (ASSUMED) REAR ELEVATION 5CALE: 1/8" = 14"12 M 00 Q6 12 SHINGLE /SHINGLE Q6 ROOF ROOF PLT. HL PLT. HT. -STUCCO - ZSTUCCO -STUCCO 6, J FINISH FINISH SHINGLE 2 4 FINISH 7 • _ SECOND F.F. LINE_ ROOF 8 /l SECOND FF. LINE / ROOF 8 /l SECOND FF. LINE R - - T.O.M. /7 T.O.M. • -__ 2585 /TEXTURED /TEXTURED /TEXTUREDMATCH e _ FIN15H FIN15H FINIS pSTANCE �, �� AT FRONT �, `r ,�.........................� TI TLE • MAIN F.F. LINE MAIN FF. LINE SIDES AND REAR ELEVATIONS - — - - - - - - - - - - - - - _ - - - — E�)Ic.��VG ROOF PLAN GRADE LINE GRADE LINEDETAILS (ASSUMED) (ASSUMED) BUILDING SECTION - RIGHT ELEVATION u #3• SCALE: I/S" : 1'-0" ELEVATION "B" GARAGE RIGHT x (13w D DAVIS BEWS DESIGN GILOVP ; ro TAMPA • L7E1,VER EST. 1994— JUDO 0 JMI �A 2 Y/ >aJM V L °"U.• Ua� 003�E 0� Cp Y i 04 J m �oc5�h y� T Z N G d T uu T -Z EXTURED LTEXTUREq — = LJ Ld m FIN15H FIN15H MATCH —= DISTANCE �p w uj nn AT FRONT MAIN F.F. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ L1� _ _ MAIN FF. LINE o c%1 00GRADE LINE GRADE LINE 0 Z (ASSUMED) (ASSUMED) c LL! si IM 11r/., LEFT ELEVATION ```` 5CALE: 1/8" : I.0 r 0 00 12 12 HIHI �BllPt� �s J 6p SHINGLE 12 ROOF SHINGLE,�'��i�� PLT. HT. ROOF PLT. HL F.G. F.G. * 6' W T FINISiH SECOND F.F. LINE 412 "T SHINGLE all _SECOND FF. LINE T.O.M. _ ROOF TDM. TEXTURED _ TEXTURED <, FINISH FINISH <r �— �-- r--- � MAIN IF. LINE _ TEMP. _ MAIN FF. LINE_ GRADE LINE GRADE LINE (A55UMED) (ASSUMED) REAR ELEVATION 5CALE: 1/8" = 14"12 M 00 Q6 12 SHINGLE /SHINGLE Q6 ROOF ROOF PLT. HL PLT. HT. -STUCCO - ZSTUCCO -STUCCO 6, J FINISH FINISH SHINGLE 2 4 FINISH 7 • _ SECOND F.F. LINE_ ROOF 8 /l SECOND FF. LINE / ROOF 8 /l SECOND FF. LINE R - - T.O.M. /7 T.O.M. • -__ 2585 /TEXTURED /TEXTURED /TEXTUREDMATCH e _ FIN15H FIN15H FINIS pSTANCE �, �� AT FRONT �, `r ,�.........................� TI TLE • MAIN F.F. LINE MAIN FF. LINE SIDES AND REAR ELEVATIONS - — - - - - - - - - - - - - - _ - - - — E�)Ic.��VG ROOF PLAN GRADE LINE GRADE LINEDETAILS (ASSUMED) (ASSUMED) BUILDING SECTION - RIGHT ELEVATION u #3• SCALE: I/S" : 1'-0" ELEVATION "B" GARAGE RIGHT D DAVIS BEWS DESIGN GILOVP ; 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7E1,VER EST. 1994— T uu T -Z EXTURED LTEXTUREq — = LJ Ld m FIN15H FIN15H MATCH —= DISTANCE �p w uj nn AT FRONT MAIN F.F. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ L1� _ _ MAIN FF. LINE o c%1 00GRADE LINE GRADE LINE 0 Z (ASSUMED) (ASSUMED) c LL! si IM 11r/., LEFT ELEVATION ```` 5CALE: 1/8" : I.0 r 0 00 12 12 HIHI �BllPt� �s J 6p SHINGLE 12 ROOF SHINGLE,�'��i�� PLT. HT. ROOF PLT. HL F.G. F.G. * 6' W T FINISiH SECOND F.F. LINE 412 "T SHINGLE all _SECOND FF. LINE T.O.M. _ ROOF TDM. TEXTURED _ TEXTURED <, FINISH FINISH <r �— �-- r--- � MAIN IF. LINE _ TEMP. _ MAIN FF. LINE_ GRADE LINE GRADE LINE (A55UMED) (ASSUMED) REAR ELEVATION 5CALE: 1/8" = 14"12 M 00 Q6 12 SHINGLE /SHINGLE Q6 ROOF ROOF PLT. HL PLT. HT. -STUCCO - ZSTUCCO -STUCCO 6, J FINISH FINISH SHINGLE 2 4 FINISH 7 • _ SECOND F.F. LINE_ ROOF 8 /l SECOND FF. LINE / ROOF 8 /l SECOND FF. LINE R - - T.O.M. /7 T.O.M. • -__ 2585 /TEXTURED /TEXTURED /TEXTUREDMATCH e _ FIN15H FIN15H FINIS pSTANCE �, �� AT FRONT �, `r ,�.........................� TI TLE • MAIN F.F. LINE MAIN FF. LINE SIDES AND REAR ELEVATIONS - — - - - - - - - - - - - - - _ - - - — E�)Ic.��VG ROOF PLAN GRADE LINE GRADE LINEDETAILS (ASSUMED) (ASSUMED) BUILDING SECTION - RIGHT ELEVATION u #3• SCALE: I/S" : 1'-0" ELEVATION "B" GARAGE RIGHT BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF #1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED (ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 12 HURRICANE STRAP PER AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE PITCH AS ROOF FRAMING PLAN PER ELEV. BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT FLASHING SHEATH R FXT FINISH 15/32 O.S.B. SHEATHING 2X4'S @ 16" O.C. BRG EXT WALL BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z A FLASHING TO EXTEND 36" FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND 1 I 7/16" O.S.B. SHEATHING EXTERIOR FINISH SHOWN, PROVIDE 4" -1" BEAD OF 1 PER BUILDER 1 CAULK/SEALANT OR SOLDER I BUILDING WRAP BEYOND CONST. ADHESIVE TO BE APPLIED 1 PROVIDE FLASHING UNDER THRESHOLD OF DOOR � 1 BETWEEN PAN FLASHING I .FLASHING. BORT AT POSTS AND RETURN UP JAMB 6". USE AND DECK FLASHING. I CEMENT PLASTER STOP LIQUID NAIL BRAND OR EQUAL1 � 1 EXTERIOR FINISH I WATERPROOF MEMBRANE WATERPROOF MEMBRANE WATER PROOF CAULKING I 1 PER BUILDER 1 7/16" O.S.B. SHEATHING X'I q* FLASHING. PROVIDE SELF ADHERED g. 1 FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 20" FLOOR WATERPROOF MEMBRANE TRUSS 2X8 TRIM BOARD - '\-STUCCO "J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST o SEE STRUCTURAL FOR ° 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" (4) 1/4" X 4" LAG SCREWS CONNECTORS SPACED EVENLY @ 24" O.C. MAX �' 24" FLOOR TRUSS �o. TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH USP HTA20 STRAP 8' CMU BLOCK EA. JOIST TEXTURED ti CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY wFgT\ EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sT WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B 401FOR OPTIONS) S� CORNER PATCH jz 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED x m w i �w i� r 0 O l� i FLASHING 0 J -1 co FLASHING DO NOT FLASH V+ 2N NAILING FLANGE 6 co N INSTRUCTIONS: LEE, ` in In- LL • 1. CUT, FOLD UP & TEMPORARILY 0 0 co 00 BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 0 0 INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER jL- ID Y W WEATHER RESISTIVE BARRIER cm L -a (D � 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD O Z0201 FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL TEXTURED ti CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY wFgT\ EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sT WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B 401FOR OPTIONS) S� CORNER PATCH jz 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 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 1N 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 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 i EST. 1994 i i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 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 1N SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. w d c) R703.2 WATER -RESISTIVE BARRIER � A5 00 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH "' �, ® z ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF Q �' ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER W THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS Z+ u. THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 11111 TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE �°"� �, I.#41.1 EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. ��" �,,, • ••�•y/'.,�, s 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' P °° COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND i11l 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 M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: W 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: 0 1.1 THE FENESTRATION MANUFACTURERS 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. roM W 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS, 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250;, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. e��i-��N� FLASHING DETAILS 41 0 - 2�2 0 S • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUDWA& FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 WITH SECTION R702.7 OF THE CODE. w d c) R703.2 WATER -RESISTIVE BARRIER � A5 00 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH "' �, ® z ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF Q �' ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER W THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS Z+ u. THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 11111 TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE �°"� �, I.#41.1 EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. ��" �,,, • ••�•y/'.,�, s 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' P °° COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND i11l 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 M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: W 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: 0 1.1 THE FENESTRATION MANUFACTURERS 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. roM W 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS, 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250;, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. e��i-��N� FLASHING DETAILS 41 0 - 2�2 0 S • FLASHING DETAILS WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SHEATHING ASTMC926 SELF -ADHERED FLASHING WEEP SCREED TEXTURE BY LAPPING DOWN 0 _j co OVER RIM JOIST AND UP FINISH COAT MATERIAL W/ METAL LATH IN WALL BY 6 IN. BROWN COAT ° ACCORDANCE WITH ASTMC1063 SCRATCH COAT ° BUILDING PAPER Y 4IGif ttJ SELF -FURRING 11/2" TO 2" SEAL TOPS OF JOISTS . LATH ABOVE ROOF UNDER DECKING 1/2" CEMENTITIOUS TWO LAYER5 WRB (SEE DETAIL WP07) , DECORATIVE FINISH WEEP SCREED ALL INSIDE AND TEWINATE SELF ®° OUTSIDE CORNER ADHESIVE FLASHING -{ METAL AT LOWER N05E OF I M.W.W.5, SCREED 2" BELOW TOP OF SELF ADHESIVE FLASHING MA50NRY BLOCK WALL CAULKED ALL BUTT 31/2" WEATHER RESISTIVE DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING SUBFLOOOO�R RIM JOIST WINDOW UNIT SLOPE 03 in: 12,0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING E cl 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 SHEATHING --�` REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF Anueocn ri Aeww± EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT—\ 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) a ' SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) / THRESHOLD SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING / \ NAILING FLANGE SELF-ADHEREDFLASHINGr, O SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" TEXTURED, PAINTED OUTSIDE OF FLASHING j GALV. MTL CRICKET AS EXTER. WALL FINISH ASPHALT BASED _ 'L' FLASHING ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED SPECIFIED BY PLAN MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING (REQUIRED AT ,;,'•.,•,,..,•,.. ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A 6 j Z LOCATION)) AT ENTRY ROOF Z MINIMUM OF 6" ABOVE SHINGLES w X VERTICAL RISE OF FLASHING AT KNEEWALL 00 :o r 6" X 18" H GALV. LL DIVERTER ' " FLASHING CONT. iv SEALANT M FLASHING :: ` 61, ROOFELEVATIONS MATERIAL PER LASHING DETAILS DRIP EDGE "`'' "•'' ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA WITH ROOF VALLEYS &ROOF CRICKETS. COVER SHEET) 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 r HOLD EXTERIOR ;�' yrz° " FINISH 2" ABOVE ROOF SHINGLE PER �E CONTRACT RSO FLASHING N` CK ;. voof CAULKING "::.., T611 > ' :. G RooF o FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN 6" HIGH SPECS. DIVERTER° 0`1 6 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TOrO� 2 5' UURSP o�RSE \ \ A �N �P� °R�Pe°GE �o�Rs� WALL FLASHING DETAIL -I,-i°O 0A A NG° 3R° G coop-5e � e ME 2N �sj G° \ RAKE METAL z2 a9 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 1 52 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1'1 8" 8" 8" 8" 8" 1" REMOVE LA SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Clnl IMC A. \/AI I CV ME=A11 7/8" CEMENT PLASTER BARRIER WOOD FRAME CONSTR. ACCORDANCE WITH ASTMC926 SELF -ADHERED FLASHING WEEP SCREED ASTMC926 BY LAPPING DOWN 0 _j co OVER RIM JOIST AND UP APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN WALL BY 6 IN. rkm ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER WEEP SCREED BUILDING PAPER Y 4IGif ttJ W twwrs .S d(.x b P 11/2" TO 2" SEAL TOPS OF JOISTS . ,' ABOVE ROOF UNDER DECKING 1/2" CEMENTITIOUS SHEATHING (SEE DETAIL WP07) , DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING SUBFLOOOO�R RIM JOIST WINDOW UNIT SLOPE 03 in: 12,0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING E cl 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 SHEATHING --�` REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF Anueocn ri Aeww± EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT—\ 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) a ' SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) / THRESHOLD SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING / \ NAILING FLANGE SELF-ADHEREDFLASHINGr, O SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" TEXTURED, PAINTED OUTSIDE OF FLASHING j GALV. MTL CRICKET AS EXTER. WALL FINISH ASPHALT BASED _ 'L' FLASHING ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED SPECIFIED BY PLAN MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING (REQUIRED AT ,;,'•.,•,,..,•,.. ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A 6 j Z LOCATION)) AT ENTRY ROOF Z MINIMUM OF 6" ABOVE SHINGLES w X VERTICAL RISE OF FLASHING AT KNEEWALL 00 :o r 6" X 18" H GALV. LL DIVERTER ' " FLASHING CONT. iv SEALANT M FLASHING :: ` 61, ROOFELEVATIONS MATERIAL PER LASHING DETAILS DRIP EDGE "`'' "•'' ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA WITH ROOF VALLEYS &ROOF CRICKETS. COVER SHEET) 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 r HOLD EXTERIOR ;�' yrz° " FINISH 2" ABOVE ROOF SHINGLE PER �E CONTRACT RSO FLASHING N` CK ;. voof CAULKING "::.., T611 > ' :. G RooF o FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN 6" HIGH SPECS. DIVERTER° 0`1 6 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TOrO� 2 5' UURSP o�RSE \ \ A �N �P� °R�Pe°GE �o�Rs� WALL FLASHING DETAIL -I,-i°O 0A A NG° 3R° G coop-5e � e ME 2N �sj G° \ RAKE METAL z2 a9 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 1 52 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1'1 8" 8" 8" 8" 8" 1" REMOVE LA SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Clnl IMC A. \/AI I CV ME=A11 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 JOINT ONLY WEEP SCREED ASTMC926 APPROVED WEATHER -RESISTANT 0 _j co 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 11/2" TO 2" 7/16" O.S.B. 7/16" O.S.B. ,' ABOVE ROOF SHEATHING 1/2" CEMENTITIOUS SHEATHING SHEATHING , DECORATIVE FINISH ALL INSIDE AND mod ®° OUTSIDE CORNER KEEP TOP EDGE OF WEEP ' METAL ° °®•® WILL NEED TO BE SCREED 2" BELOW TOP OF ' FLASHING BLOCK ° ® CAULKED ALL BUTT 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" X ro DAVIS BEWS DESIGN GROVP JOINT ONLY WEEP SCREED EST. 1994 ��.- 0 _j co MAINTAIN V METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED O 0 -0 WEEP SCREED 11/2" TO 2" E0 .19 cy ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING . ZN5.a DECORATIVE FINISH ALL INSIDE AND mod ®° OUTSIDE CORNER ®® ° °®•® WILL NEED TO BE ° ®®®•® MITER CUT AND ° ® CAULKED ALL BUTT CEMENT PLASTER IN •°�°° ° ®®� JOINTS NEED TO BE ACCORDANCE WITH EMBEDDEDIN ASTMC926 OVER WOOD ° ®°®'�•® ®®°®° SEALANT USING 2ND FLOOR VULCUM CAULK FOR ALL / 1/2" CEMENT PLASTER FINISH I 2 1/2" PERFORATED \ ` ®• FLANGE 1/2" WEEP CEMENT . ®®Q BLOCK SCREED X ro DAVIS BEWS DESIGN GROVP joo U C Oa EST. 1994 ��.- 0 _j co V NM/ •N (1) r �> V '�M L ` aaLCc• O 0 -0 NM -j CO E0 .19 cy a cy0 +'fp �o8ln . ZN5.a mod / 1/2" CEMENT PLASTER FINISH I 2 1/2" PERFORATED \ ` ®• FLANGE 1/2" WEEP CEMENT . ®®Q BLOCK SCREED PLASTER ®® OVER • °'®°® Cl. BLOCK 1ST FLOORcm Jy. CO INSTALL BOTTOM EDGE OF ® Z SLAB WEEP SCREED 1" BELOWC) FINISH FLOOR r Q R7 -J / r �+ LI - 1{11 OPTIONAL DETAIL `� '••.ti,,� NOTE: `__/ ► p�° a uj THE BUILDING PAPER AND #� 0 z .0 ci METAL LATH MUST BE WEEP SCREED DETAIL SA' ��sw•.s. INSTALLED OVER THE TOP SCALE: NOT TO SCALE � 0`<0 �0 OF THE WEEP SCREED. 11{ I METAL FLASHING 1�1 WALL PER PLAN WITH PER ONS 2585 IONS WITH APPROVED 6 5"x5" METAL FLASHING .AYMENT (REFER TO w/TAR BETWEEN SHEET) FLASHING AND SHINGLES 3INEERED ROOF RUN KICKOUT FLASHING 6" iS AT 24" O.C. PAST EDGE OF ROOF • TITLE • ROOF PER PLAN M1�udi�c FLASHING DETAILS TYPICAL ROOF TO — w�„ 1-27ti1��a - WALL FLASHING DETAIL PLAN VIEW "" • U 8 "" THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAIL TO SHOW GENERAL FLASHING AND I—�AS H I N G C ETAI U> WATERPROOFING METHODS TO BE USED. N.T.5. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ��.- PLASTER ®® OVER • °'®°® Cl. BLOCK 1ST FLOORcm Jy. CO INSTALL BOTTOM EDGE OF ® Z SLAB WEEP SCREED 1" BELOWC) FINISH FLOOR r Q R7 -J / r �+ LI - 1{11 OPTIONAL DETAIL `� '••.ti,,� NOTE: `__/ ► p�° a uj THE BUILDING PAPER AND #� 0 z .0 ci METAL LATH MUST BE WEEP SCREED DETAIL SA' ��sw•.s. INSTALLED OVER THE TOP SCALE: NOT TO SCALE � 0`<0 �0 OF THE WEEP SCREED. 11{ I METAL FLASHING 1�1 WALL PER PLAN WITH PER ONS 2585 IONS WITH APPROVED 6 5"x5" METAL FLASHING .AYMENT (REFER TO w/TAR BETWEEN SHEET) FLASHING AND SHINGLES 3INEERED ROOF RUN KICKOUT FLASHING 6" iS AT 24" O.C. PAST EDGE OF ROOF • TITLE • ROOF PER PLAN M1�udi�c FLASHING DETAILS TYPICAL ROOF TO — w�„ 1-27ti1��a - WALL FLASHING DETAIL PLAN VIEW "" • U 8 "" THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAIL TO SHOW GENERAL FLASHING AND I—�AS H I N G C ETAI U> WATERPROOFING METHODS TO BE USED. N.T.5. MICROWAVEVENT HOOD AND OUTLET +1411 MICROWAVE TO EXTERIOR W.P. GF.I. I II I II I II L___—JL__—.J A/C DISCONN. ELEC. CODE, LOCAL CODES, ANp THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * #16-220$ MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT G.C. VERIFY ADDITIONAL X ro w W.P./ G.F.I.RF0 OUTLET IN NON -WET AREAT. EST. 1994 (�—_ L C T F ` C A L VICE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. � LO . CABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING NO(%1�M A/C ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, I DUPLEX CONVENIENCE OUTLET DISC. FTyp. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUARED COACH DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C.2011406.12 AND 406.13 REFER TO FLOOR +14 AND �2 COPPER TO INSIDE LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY LIGHT DUPLEX OUTLET ABOVE COUNTER ROOMS SHALL BE G.F.C.I. PROTECTED IGE.0 ELEC.200 AMP PANEL AT 48" AT 48".P. WATER HEATER WEATHERPROOF DUPLEX OUTLET UNDERGROUND 18 COPPER TO RANGE IRRIG..F.i. SERVICE BY 0 GROUND FAULT INTERRUPTER DUPLEX OUTLET POWER COMPANY F- — — — — — — — — – ALSO SERVICE TO BE BONDED HALF -SWITCHED DUPLEX OUTLET 0 ZN2et TO FOOTING STEEL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON \ F SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR PURPOSES. ELECTRICAL RISER DIAGRAM 220 VOLT OUTLET BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE NOTE: WALL WITCH RAGE I COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL 1 _t3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH C") I $ D DIMMER SWITCH u I I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE I;Q• -c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) a PUSHBUTTON SWITCH (OPTIONAL) L — — — — — — — — – cd CARBON MONOXIDE DETECTOR GF.I• COACH sro SMOKE DETECTOR AT 48" LIGHT sp SMOKE / CARBON MONO. COMBO DETECTOR KJ TELEPHONE (OPTIONAL) Ej] TELEVISION (OPTIONAL) Q THERMOSTAT / ELECTRIC METER = ELECTRIC PANEL / DISCONNECT SWITCH SPEAKER (OPTIONAL) / <\-47 ROUGH -IN FOR OPT. CEILING FAN V J c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH FOR OPT. CEILING FAN GJ -IN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGE.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS. . ... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" ELEC. CODE, LOCAL CODES, ANp THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * #16-220$ MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT X ro w 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 150 STATE STREET FAST OUXMW FLORIDA 39677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. EST. 1994 (�—_ SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. � LO . CABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING NO(%1�M A/C ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN DISCONNECT METER DISC. FTyp. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUARED DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C.2011406.12 AND 406.13 REFER TO FLOOR +14 AND �2 COPPER TO INSIDE LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PLAN FOR NOTED MAIN DISC. PANEL ROOMS SHALL BE G.F.C.I. PROTECTED IGE.0 AMPS. REQUIRED h0 COPPER TO :2'a WATER HEATER 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND 18 COPPER TO RANGE ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, F.B.C.R. - 5TH SERVICE BY 0 EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. POWER COMPANY "4 COPPER TO 5/8" GROUND ROD 6.g ror� ALSO SERVICE TO BE BONDED 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUWIWj HEATER OR APPLIANCE, 0 ZN2et TO FOOTING STEEL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. ELECTRICAL RISER DIAGRAM $. A-Ai�'1S SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE NOTE: LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, ANp THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * #16-220$ MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED X ro w 150 STATE STREET FAST OUXMW FLORIDA 39677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. EST. 1994 (�—_ Lo r0 Ja�O o � LO NO(%1�M ' % > J N Lm 5 *0 00 :2'a 03 C00 3�E 0 6.g ror� 0 ZN2et JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 REVISED 2585 DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OUXMW FLORIDA 39677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. EST. 1994 (�—_ 2585 MArt-W LIGHT ELECTRICAL <E"T" K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 0.P. WEATHERPROOF DUPLEX OUTLET O.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET a A�NF #1 6 - 2208 WALL SWITCH 13 THREE-WAY SWITCH x m 14 FOUR-WAY SWITCH 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WX)AVISBEWS.COM TAMPA • DENVER ID DIMMER SWITCH toO�o -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE JO _j co i0 KCE55ED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN , TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0c 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION co Nr ®o ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) >;JN El PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR � � LL • s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR -- — — — — — — — I Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 0 C°O QQ THEW05TAT ELECTRIC METER �.Y �rn A ELECTRIC PANEL - DISCONNECT SWITCH L J * m ® SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN 00C v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ZNLcP G ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR, SWITCHES.... 42° OUTLETS ..... 1411 TELEPHONE...1411(UNLESS A5V COUNTERTOP) TELEV16ION... 1411 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 MOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROD= 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). G.C. VERIFY ALL 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SMOKE DETECTORS ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, F.5.C.R - 5TH TO BE HARD -WIRED EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. a A�NF #1 6 - 2208 JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WX)AVISBEWS.COM TAMPA • DENVER C10 toO�o 0 JO _j co , rA 0c Y/ mm co Nr >;JN � � LL • 00 0 C°O 4F �.Y �rn L J * m 00C ZNLcP JOB NUMBER 26002.171 CAD FILE NAME LOT 183 ISSUED 07-01-16 2585 , ET UPPER FLOOR ELECTRICAL PLAN 4B GARAGE RIGHT E B DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WX)AVISBEWS.COM TAMPA • DENVER EST. 1994 2585 , ET UPPER FLOOR ELECTRICAL PLAN 4B GARAGE RIGHT E B 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD, CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED, 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wing U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Win' U.N.O. Fb = 2500 Fb =3000 Fb =2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND), 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"4" SIMPSON TITEN Hp THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -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 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 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 = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 G E N ' `� E RAL ' ` NOTES y IT THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 00 D r INDEX DRAWINGS ��, /1 / I A t �'1 N Lj W - VALUE DENOTES SUCTION AREA 4O O METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL (+) 21.2 (+) 21.2 ' V C V V V FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES (+) 20.2 (+) 20.2 Q SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A (+) 19.0 (+) 19.0 MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING - 23.9 SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE - 19.8 - 22.0 GARAGE DOORS TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (+ -4 + LL 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE (-) 19.7 S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICA'T'ED WOOD TRUSSES OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED S3 DOWEL PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 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 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT Cn S4 FIRST FLOOp FRAMING P LyA CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL S4.1 NOTES & CONNECTOR LEGEND " ° PSI, A SLUMP 4 PLUS OR MINUS 1", AND HAVE 2 TO 4 /° AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO AND AT 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 q ROOF FRAMING PLAN G ST SHALL D 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. m CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S5 LINTEL PLAN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE OM �- WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 11 SD 1 FOUNDATION DETAILS 0 TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S D2 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. 0 _j "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS ca W 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS 00000 S D3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF r2 N AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY �+ D4 S GENERAL D ETAI DETAILS �7 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. i U W 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. TRUSS DESIGN LOADS: SD5 TWO STORYDETAILS Q TOP CHORD: Lr = 16 PSF [- BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) S D6 TWO STORY DETAILS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS OL = 14 PSF (TRUSS OVERBUILD) .` FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF DRAFTING: S' Ir 1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: -STRUCT: TNT i OR COPPER. FASTENERS SMALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) CC - JOB 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF ...... .... ... ._.. .. J SCALE AS INDICATED UPDATES ' OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. .- ✓i ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS =15 PSF B)BALCONIES =15 PSF NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CREATED ELEV. A, B, C AND ELEV A WITH BONUS, PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 1 5/9/2014 WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES SIZE OF 3/8„AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA CREATED ELEV. C W/ BONUS - TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/18/2014 TRUSSES 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 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 LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES WALL AT THE TOP &BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS X BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45 FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO IBE NO LESS THAN '12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP MASTER PER BILL YOUNGMAN'S REQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PER TB -SG 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T'' BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). TABLE WIT -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTIONI BOTTOM TO TOP W/ (2112d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD, CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED, 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wing U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Win' U.N.O. Fb = 2500 Fb =3000 Fb =2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND), 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"4" SIMPSON TITEN Hp THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -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 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 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 = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 z WIND PRESSURE & SUCTION EFFECTIVE ch a`reoetlllLll//�, (PSF) WIND 00 (+) VALUE DENOTES PRESSURE AREA (SQ FT) Lj W - VALUE DENOTES SUCTION AREA 4O O 10 (+) 21.2 (+) 21.2 O - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 Q (-) 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" (+ -4 + LL (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM5 5 4 4 ,I 5 5 10 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 V-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. SAY #16-2208. O W ❑ i W i W z i i Uj ch a`reoetlllLll//�, 00 O Lj W •� Fi 0) = Z `• I� � 0 O U tsr Q J '•. J j t >- p co LL C) i PR,�'' � � srtreer�` CO �i CV T 0 p i c > ,.,■, Q Q m i J i W z O W z06C) w I$p J z�J J j Od C) W O I--- W i W Cn m p Z OM �- 00 11 0 r z�O ` 0 _j ca W 00000 " r2 N �J O Z i U W '" 0 O LL O Q H [- j Ix STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK CC - JOB No. TM- 2152729 ...... .... ... ._.. .. J SCALE AS INDICATED DATE: 07/26/2016 S1 II l l - _ - I _ FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE F- LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. Z W 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN, 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. W LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR ' z RECESSING DOOR SILLS. O 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE Z SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) C) V CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE a THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W W USE ALTERNATE APPROVED METHOD. H Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z_ INSTRUCTIONS. D - - 9. NO WOOD STAKES PERMITTED IN FOUNDATION. IM W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q [� DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED O 75'-0" 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS J W �1��IAll�lf/d! rn AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD ,�+N �% LLI CO 9.r FOOTING STEP DOWN AND CORNER INFORMATION. W '��. oo 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE #4 co ••04 10 �•� /6 ��-,,, Y o " 8'-4" SHALL BE ELEVATED A MIN OF 18'.CONTRACTOR TO PROVIDE SUCH 44'-8" , + � Q � "L' + J= Z 2 STORY FOOTING PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Q U go • .J .. C:7 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER - MF02 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Y ~ �• Z 0 MF08 MF01 4 SD1 SD1 gp1 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W ►...s �5 `� < a O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ %C PR `®®� Q m � r FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. H ///,/sw11r04�®' I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O ■MF01 MD01 So COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS Q ■ SD2 iv DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). SD1 • THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS I BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 I 2 PSF. U • 20'-8" W ID14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO I NOTE: WIDEN FOOTING AN I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE J fJOIr. r> I 1/81, / P TCHED o Z ADDITIONAL 8" UNDER POCKET MFO H ( STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND 07 N p I SLIDER AND ADD (1) CONT. #5 BAR FOOTING SIZES PENDING DEPTH OF STEMWALL. O U O 3 1/2" THICK CONC. SLAB W/ 6X6 SD1 _ p U , -4" FIN. FLR L W/1.4 XW/1.4 W.W.F. OVER 6 MIL I °0 ❑ ci I VAPOR BARRIER OVER °' I �+n Q a` z 0 �O I MF11 COMPACTED FILL. o`` 3'_6" I O FOOTING SCHEDULE o MF08 0 I I M `'' ` SD1 O SD1 N 12"x12"'xI2" dp w/ #5's EQUALLY SPACED EA. c 0'-0" FIN. FLR O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. I "'IV - BARS & 3" MIN. COVER TO EDGE OF CONC. QUI U g, _8 Fl 0 v 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. _. TWO STORY -7r.''\ SD1 0 NO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. U z FOOTING MF05 M ( BARS & 3" MIN. COVER TO EDGE OF CONC. U- 21'-4" 21'-4" T-10" 5'-11" SD1 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O O SD1 I 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z ■ • I BARS & 3" MIN. COVER TO EDGE OF CONC. O 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. co o ■ ■ ■ iv o 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. o \ I ce) BARS & 3" MIN. COVER TO EDGE OF CONC. LL' M J MF06 o MF03 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. a • SD1 Li z SDI FO 1/8 / FT. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. I BARS & 3" MIN. COVER TO EDGE OF CONC. PITCH z D 36"x36"'x12" dp w/ #5's EQUALLY SPACED EA. J (7 MF06 \ 1'-3r -4" FIN. FLR _ 3O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. SD1 \ c%� • BARS & 3" MIN. COVER TO EDGE OF CONC. �Q 8 II ■ MD01 00 42"x42"'x12" dp w/ #5's EQUALLY SPACED EA. ani �i Z MF06 TM _ J SD2 - 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z µ� SD1 �■ ■ ■ ■ • BARS & 3 MIN. COVER TO EDGE OF CONC. � Ej p MF11 48"x48"'x12" dp w/ #5's EQUALLY SPACED EA. � Q *� 00 12'-10.. 17'-4" SD1 _ 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O O Z W `� LO MF01 MF02 O BARS & 3" MIN. COVER TO EDGE OF CONC. Z ~ 0 SD1 MF03 \ / CO SD1 54"x54"'x16" d w/#5's EQUALLY SPACED EA. 0 SD1 Y ih 1/8 / FT. p N 23'-0" 1'-8" 3'- PITCH 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. "Q F— Z o BARS & 3" MIN. COVER TO EDGE OF CONC. Q Z Q ■ -4" FIN. FLR 60"x60"x16" dp w/#5's EQUALLY SPACED EA. .� 7 O p 7-6 MF01 i. L (.5 ' �� SD1 0o O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W 0? Lb } BARS & 3" MIN. COVER TO EDGE OF CONC, F- W I ,n >- 3'-8" 5'-4" H ~ C3 • N. FLR SYMBOLS LEGEND ~ � PAD I PAVERS r O 2 A/C PAD A/C I Nf-� I ■ W Z � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q W b TO TIE BEAM (6'-8"O.C. MAX U.N.O.). W W MF01-rMF01 MF07 SD1 - z 2 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. OU U) —� SD1 SD1 o TO TIE BEAM. Q N Z " 8-2r 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 10' � ol 52'-4" 9'-0" 13'-8" INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. O 2 STORY FOOTING #5 CONT. FT.G TO TIE BEAM. Ur 75'-0r. Z IM O Q Z OM J 0 o O Z w Z J O I=- O J Z p W n'- O ' _ 0000 N m 0 LU o JLL�- �- O � QO= Fn o 0 H H W STRUCTURAL ENG: CFG / BAD U DRAFTING: -STRUCT: TNT Q�)111:)I�G Q QC CHECK: CC -- -- - Z 'JOB No. TM - 2152729 w T>aaa OR W SCALE: AS INDICATED DATE: 07/26/2016 FOUNDATION PLAN #16 2208 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8"0.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q TO TIE BEAM. Z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. W #5 CONT. FT.G TO TIE BEAM. d O C) N z a O W/ • W U) (1) #5 @ TOP, = W BOTTM MID-HEIGHOT OF (1) CONT. #5 FROM w COLUMN TIE BEAM p TO FOOTING O A 11U C7 Z J MASONRY WALL m W (1) #5 @ TOP, REINFORCING PER d BOTTOM & PLAN(TYP)FIJI. MID -HEIGHT OF E COLUMN `e011111ttt/iil Uj C3) e� tco / e— U) �� •o• • •� �3 �'js w 00 �, J FILLED CELL ° ds w A = Z U o 814" 41-4" Loo, 4'-0" 4'-0" 2'-0" 7'-0 6'-8" 5'-2 1-" 6'-8" 5'-8 7'-0" • .a6 JIf PLAN VIEW SECTION VIEW "%.• ®} o LU ''s ••••••• cis J ■■ ■ ■ a�ao Q ■ 0 C ( • 1 3/4"=1'-011 _ 4 •00 J • C7 ,; r., LO 0 r.) C) o \/ ZQ M 5 :: '0 /\ 0 2ED > U LL O" 10, O I OF 0 r� Z ■ ■ ■ — > O CL (V N L \\\ \ p V z Z ry — - - - - __m_ I___ ■ o C) o� U_ 0 Ll o C9 'Sv � O M O ZO _ Q �\ U)o �J oda 3'-8" 5'-0° 4'-4° 41-811 _ -� 0." 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AS INDICATED ��%> W DATE: 07/26/2016 DOWEL PLACEMENT PLAN- # 1 5 2 2 `� o$= 1/4"=11-011 ~ 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. f— JOB No.TM 2152729 FIRST FLOORPLAN - - Z FRAMIN LU SCALE: AS INDICATED C/) DATE: 07/26/2016 W 1/4"=1 1-011 #16y -220a NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F— _i H Z W 0 W tt z O O N Z n - O R H W U W W O z 5 m W it O w�Xte��e LL l Irr,�� >41, ui M U) aCD 0 U')07 oh .. d O Z Q :: II J20 co ® — J = cc• o ❑ U '- �:••`` ® J20 ••.«..• as W 0 m O PR ``�� U_ J20 Q. x J20 a U) CL J20 J M d GEO U' a J20 Z Q Z ". cli J20 w Q>` J20 U U O �4 J20 Z O J20 0 ■ d Z uw J20 J ❑ a 06 U) LL 75Z 1 .., M o 0 Z Q F_ J co H LL 0 U_ z a 0 0 c) �N W O x W O Z 0 z I— LL 0 W 0 U) C) U r Q z ❑ W 0 IL z m Z o J ❑ O M 00V Z w Z O J O z W 0000 N 0 W .. m 0j W U J - Q O 0 65 QO= O ~ ~ W ❑ cn �- W STRUCTURAL ENG. CFG / BAD (,� DRAFTING: H -STRUCT: TNT �wILD,NC Q QC CHECK. CC — f— JOB No.TM 2152729 FIRST FLOORPLAN - - Z FRAMIN LU SCALE: AS INDICATED C/) DATE: 07/26/2016 W 1/4"=1 1-011 #16y -220a NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 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. BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM OE SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BWZ 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. TO BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN O5 BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS'. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & s EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 1/2" THREADED ROD @ 48" O.C. 1160 If p i PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS D 3rd. TO BEAM: SIMP. HUC410 w/(18)16d & BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 7 E BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 3140 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO 1UPLIFTiMID-SPAN HTT4 w/(18)16d x 22" NAILS & $' EPDXY ANCHOR w/SIMP. FRAME TO CMU BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf I 3rd. PT. EPDXY MIN. 5" EMBEDMENT STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULEISN OTREQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS@32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE AO (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN CO (4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN OE (3)2X6 SPF #2 BUILT UP STUD COLUMN OF (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST O6x6 SYP #2 POST NO 8x8 SYP #2 POST P O 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN, OR 3-1/2"x7" LVL COLUMN. SO 3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN O5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS'. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & s EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)J" EPDXY ANCHORS w/ MIN. '7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 3T, 16d .162" x 32" 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ,ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22"' 1 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/"' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Z o F (1)ply TRUSS (10)10d x 1z' 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 H10A 1015 H10A 1340 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH E (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 D (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 7 E MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 F818 MGT w/(22)10d s' EPDXY ANCHORw/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS Q HTT4 w/(18)16d x 22" NAILS & $' EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT z TO BEAM: SIMP. HUC410 w/(18)16d & 10 F1 ol 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 Q O 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(l 8)10dNAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & 8' EPDXY ANCHOR w/SIMP. SET 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG.. OR 1290 1300 TNT COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. CIC CHECK: 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 = JOB No. (1*)#10x12" SD SCREWS INSTEAD PF NAILS TM - 2152729 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 J DATE: (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 07/26/2016 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./ BEA 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & g" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRIG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 W �� TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22"' H2x10 PLATE TAPCONS 0 M ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/"' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Z o 00 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 - O TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4'x24' TAPCONS Q PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 D JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d � NAILS & (18)4"x22" TAPCONS o� ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 J z 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 Q O ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL ) p * 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 STRUCTURAL ENG: CFG / BAD 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 IDE) MIN. 2 FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) W �� 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) � �o ffi~ 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 0 M 16d NAILS H2x12 2)2x12 #2 SYP w/"' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Z o 00 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) - O 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 12' FLITCH ATTACH KING STUD TO HEADER w/(10) Q PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH D JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'4" TO 8"-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT'WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD NOTES: 1 L 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL c MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. L 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. F 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WI t DIMENSTIONS NOT SHOWN HERE. �uiLDiNc a # 6-2208 .0 i a 1 U5 W 1111111111111 w a) �r`��ttuu►eteeee� 0- qr W 00 coM 4 <C U :N 0 I1Rli tai co r; *l u -I Q U zlz�zN4\ p M LL to%termw� , U Q co 0 7 C`' C) ° o C7 z O 0 tf � j O 0L z O U W �� W C) 06 z Z 0 Z Z � �o ffi~ OW z > 0 M 06 W U 6N� W� JW Z o 00 h LU O W ) ) NOTES & CONNECTOR LEGEND01 !C A 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, 1/411=11-011 LJ z > 0 M �� 00 h z, - O U) Q W � D � O � o� M N O J z W Q O ) p STRUCTURAL ENG: CFG / BAD - ------- DRAFTING: -STRUCT: TNT CIC CHECK: CC = JOB No. TM - 2152729 J SCALE: AS INDICATED J DATE: 07/26/2016 NOTES & CONNECTOR LEGEND01 !C A 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, 1/411=11-011 I oma, J08 J09 = J10 J11 J11 J10 C" J09 J08 STANIDARD 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 Q ---- - — -- - -- - , - TO FOLLOW THE DETAILS INDICATED BELOWZ OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS LU SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) V 0 0 (V 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z O U W EXTERIOR FRAME WALL 0 SCHEDULE CL (TAYLOR MORRISON) Q LL WALLS WITH PLASTER OR STUCCO FINISHES � Z O O WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX CC 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX FRAMING P 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED W TO BE WITHIN THE WALL END ZONE, SEE CHART ABOVE FOR 07/26/2016 REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS U & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. W W 0 U CL 01 9(Dg� Q LL Z � Z O O 0 H LOW 0 Q U O UILD/�G Z¢ W CC ¢ F H 0 Z ROOF FRAMING P 1-- o JOB No. SCALE: O fi:U,I W DATE: 07/26/2016 U Z NOTE SEE PAGE S4 1 FOR NOTES AND CONNECTOR LEGEND S42 m LLI O J LL LL��11111tlfl/00°J°s�, Uj (3) •► vv»v `��j LL! T- 00 v� 'ice .� se YO J LLI J Q .� �� LU a= Q 0 v •e.•w� �(j `� MJ M LL J°° trttllll`®� Q W I N OU o QU I O' o ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w ,4 d UQ> 00 (n Z O O W a LI FD- Z Z U 0 U CL 01 9(Dg� Q LL Z � Z O O 0 H –t TNT Q U O UILD/�G Z¢ W CC ¢ F H ---I Z w I- O U z W LIQ LU O = _ U V) U z 0 W a Lj z m D Q Z O M �� J 0 0 T Z V w Z J O OBJ IoW W " o _ 0000 2 N m 0 ~ 0 W ZW z LU �0= Fn Q l4-�H 0 E cn w STRUCTURAL ENG: CFG / BAD 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. U DRAFTING: 0 H -STRUCT: TNT UILD/�G Q QC CHECK: CC ROOF FRAMING P 1-- o JOB No. SCALE: TM - 2152729 AS INDICATED fi:U,I W DATE: 07/26/2016 NOTE SEE PAGE S4 1 FOR NOTES AND CONNECTOR LEGEND S42 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. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS � WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) STANDARD LINTELS STANDARD LINTEL NOTES � SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS TYPICAL TRUSS ANCHOR PER PLAN CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/15F24-0121 8F32-1B/8F32-0B CORNER AS REQ'D INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LINTEL, #5 TO BE 10" HOOK IS NOT REQUIRED TO BE FILLED 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 � 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Q - -- - - - - - HOOKED INTO STANDARD 90 DEGREE HOOK 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 O � SIDE VERTICALS ' 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Z °d ° . d a _ „ 8" BEARING EA. END �_ 3 2 1217 2165/1969 6113/2931 8672 / 4576 10000 / 6224 vA ° ° °" •=° ° TYP. BOND BEAM 8" x 8" x 16" K.O. 3'4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 U) ° p, -�"'' d ° ,Q °—.Q— '�— ""' •— ��'` '`"� ° Q ,' a -. •° LINTEL BLOCK FILL w/ 3000 psi CONC. w/ 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN wW a a. . •a O (1) #5 DIA. REBAR 4'-6" 710 1423/1105 4360/1631 6036/2549 .8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND 15 APPROVED WITHOUT u 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O ° . I d g 6 -2 488 991/991 2661 / 2143 5681 / 2698 6472 / 3685 5. O ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD C T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z II ° N 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O III BOTTOM STEEL IN LINTEL IF °• I!] ° eI I I' 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS F= O INDICATE -SHOULD HOOK 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W z ° INTO VERTICAL CELLS a •°° ' , d 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Q a I �.� �d 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 LO4� ROUGH OPENING PER PLAN d 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL w° 12'%-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p a ° d STD. 90 DEGREE ANGLE 3000 psi 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 O d. o a CONC. w/ (1) #5 DIA. REBAR U • I: , a • I °• I. 13,_ 4„ 0 328/0 1234 / 0 1779 / 0 2662 / 0 O 14'-0” 0 292/0 1160/0 1660/0 2439/0 z _ . ' �� 8 x 8 x 16 CMU U.N.O. 16 0 0 284 / 0 950 / 0 1379 / 0 1997 / 0 MATERIALS } a 18'-0" 0 211/0 750/0 1177/0 1676/0 .a � d INDICATES FILLED CELL FROM FTG. TO TIE ,_ „ BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE 18 8 0 142/0 598/0 1114/0 1468/0 m LLI 1. fc PRECAST LINTELS = 3500 PSI. MD08/S5 FOR LAP INFO. p 20'-0" 0 180/0 598/ 0 1024/0 1441/0 2, f PRESTRESSED LINTELS = 6000 psi. p ° 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. � PROVIDE CLEAN OUT OPENING @ GROUT 22'-8" 0 110/0 450/0 824/0 1147/0 O ° NO -SHEAR WALL T OPENING TYPI AL SHEAR WA L SEGMENT FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE —� U_ JOINTS SHOULD NOT BE CUT STRENGTH = 1900 PSL ��111p11�re��> w M CLEAR OPENING 8R6-1 B/8R6-0B 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB w �►`� * >ii • 't 4 d 2'-4" 1694/1694 3725/3280 5499 / 5421 RESSING STRANDPER ASTM A416 GRADE O „�'+� •r••� ��i� d W d . SEE FOUNDATION FOR FOOTING 5. REBAR PER ASTM A615 GRADE 60. PREST 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.� •••. �/ '� w I 3 -0 1230/1230 2769/2769 4085/4085 z0 ••W�" J 3'-4^ 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ©: ¢ ..� �. F = FILLED WITH GROUT / °t 0. ,-3•' w Q a L Al 4'-4" 846/833 2121 / 1716 3127 / 2839 LINTEL O *.• Q © J ° I ° 5'-4" 664/572 1761/1761 2595/2595 ° 6'-4" 526/434 1539/1539 1329 / 2267 MARK REQUIREMENTS U =UNFILLED R = RECESSED o- �` C7 Z ❑ 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ wi►•••.. ..••"� �`*p 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY ��lr�* poor RD`�`� m LL 4�D�OTYPICAL MASONRY CONSTRUCTION O 8F8-1B/1T -�-QUANTITY OF #5 REBAR AT TOP J SCALE: 3/4" = 11-0° 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT z: 0° 8F16 -16/1T NOMINAL WIDTH ': U 0 En I \A TYPE DESIGNATION W• �,, O 8RF14-OB/1T U/O ch F 8F16-0B/1T 1-1/2" CLEAR O U o O 8F20-1B/1T _j C9 z W Q c 0 I- z #5 REBAR AT TOP MIN. (1) REQ'D o , 0" 8F20-0B/1T ¢ Q C.M.U. ° w` O 8RF22-1B/1T � Q GROUT d z #5 REBAR AT BOTTOM OF LINTEL _ > U 0 8F24-1B/1T co CAVITY U +" BOTTOM REINFORCING PROVIDED I•L• SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 8RF22-0B/1T O 7-5/8" ACTUAL IN LINTEL (VARIES) � �. - - T .. :;' :.,•,.; yI'�• 7 8 � 6 1 0 8" NOMINAL WIDTH Z �.;.. ,�.• .• ,�,:- ,.. ;,..:...•,`, I 8F24-OB/1T O .,. N FILLED y. LINTEL PER PLAN �' �'' :. O OD O 0 1-1/2" CLEAR •,' 8F32-1B/1T R 8RF30-0B/1T TRANSOM OPENING ..!,: ; - 0 w Z Q - r _ #5 REBAR AT TOP MIN. (1) REQ D n o O 0 8F32 -OB/1T U- i _ (D ; .� ri N D MIN. 28" ¢ Q C.M.U. FRAME INFILL AROU '.1 - z 07 SEE FOUNDATION O 4 O 8F38 -1 B/1T ° g 0 ' WINDOW BY BUILDER �:��' : '� � im p +'•" SEE WF01/SD3 FOR PLAN FOR FILLED CELL z ❑ / MORE INFO \ INFO. MIN. (1) IS REQ'D 0 8F12-1B/1Tio �¢) ON EITHER SIDE U.N.O. 0 r BOTTOM REINFORCING PROVIDED . - v 8F40 -OB/1T 'i`'I` Z 7-5/8" ACTUAL IN LINTEL (VARIES) ^^ �: :•,: ' Ow 8F8 -OB/1T $ NOMINAL WIDTH p 1..� J UNFILLED Q v (2) 2X8 WOOD HEADER 0 O W a '- - TURNED SIDEWAYS. D ou� 64i 11FIRST PLY 2x8 ToSAFE LOAD TABLE NOTES w .,: MASONRY WALL W/ D o W DOOR OR WINDOW OPENING SIMPSON HUS26 HANGER O 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J z '• ' ' ' MAX. OPENING 6 FT @ EA. END. W/ (6) 3/16"llZ�x LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J D F F RECESSED LINTELS BASED ON 4" NOMINAL BEARING. ,,. �,.: •;- . 1-3/4" TAPCONS INTO O U � 2. 0 = NOT RATED. z 1/2SNAILS INTO HEADER. 6'-4" 3'-2" -8' Op 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < LW 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. T-4" 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 4DO LINTEL W� TRANSOM DETAIL 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY ❑ SCALE: 3/4" = 1'-0" w KL�)CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF � SUPPORT. d 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z Im GRADE 40 GRADE 60 0 Z BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE O 00 00 11 r z F. #3 17/8 41/4 7 15 21/4 41/4 91/4 18 W Z j0 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 0 _j #5 31/8 7 113/4 25 33/4 7 151/2 30 ❑ W o W 41/2 81/16 181/2 36 #6 33/4 81/16 14 30 ~_ W 0O 1 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/161213/4 42 LINTEL PLAN O LO O � � N m LO0 LUJ z W �..�0 _ ° w .d 4. /1 m #3 =2Y2" w #4 STRUCTURALENG: CFG /BAD FT + g d a „I ; #6 = 3" - ° 7 = 3Y2" STRUCT: TNT d e # U) A A. - ' °., Q,t)It_D Q QC CHECK _CC � JOB No. TM - 2152729 Z SCALE: AS INDICATED • • ,,a LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK W DATE: 07/26/2016 W #16-2208 ADA REBAR SPLICE DETAIL S5 SCALE: 3/4" = 1:_3:, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a II I. TIE BEAM SPLICE TO 4 BE MIN. 25" GROUT BE MIN. 25" GROUT SEE PLAN CELL SOLID W d— CELL SOLID .�I A GRADE MASONRY WALL ;° ° I'°Od° QO Id GRADE a MASONRY WALL °II HOLD BRG WALL BACK SEE PLAN ; 2x BRG WALL PER SEE PLAN \ V° CONCRETE SLAB PER FOUNDATION PLAN Ig 4' Z IWM I - A CONCRETE SLAB PER UJI FOUNDATION PLAN _II Q I. > I. VARIES SEE PLAN . ' II; ' 'I a. e W d— VERIFY W/ DETAILS FOR REQ'D A GRADE ° I'°Od° QO Id GRADE a O° Z wId HOLD BRG WALL BACK a ' ,e a CO a 2x BRG WALL PER ° LL d.ZW> \ V° 4' Z IWM I - A _II Q L°0 U 0 °:..,iI ,• � 00 a_ II .,.°° —I�II_ —� >OVQ7 II , w 1/2" J -BOLT W/ MIN. 6" _I_ 2 #5 BARS CONT. I I — — O I I—I I 2 #5 BARS CONT. O ' I — — ( I—I I CLEAN COMPACTED PLAN AND BEARING W/ 3" COVER TYP. 3' COV R' CLEAN COMPACTED W/ 3" COVER TYP. 3' C V R FILL @ 95% STANDARD d ° d a ar'I a '. FILL @ 95% STANDARD M DENSITY SEE PLAN 1'-4,. DENSITY c a • WHERE 2ND STORY OCCURS, FTG CONC. SLAB PER WHERE 2ND STORY OCCURS, FTG (1) #5 FROM FTG. TO .a•d e a SHALL BE V-4" WIDE w/(3) #5 BARS FLUSH w/ FOUNDATION SHALL BE 1'-4" WIDE w/(3) #5 BARS WALL SCHEDULE FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING #5 CONT. AFO�NON 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �,.....,,��eee W ch OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 VERIFY ' I / DETAILS FOR REQ'D CONT. BAR STEEL AT/ STORY LOCATIONS SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER MIN. 24" BEFORE Z CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8„ W FOUNDATION PLAN w/ 3" COVER TYP. LU a p. d, .. GRADE d °' a A d. Ie' e W co A .. va a e,, Co A LU 1=1 I I—I I I—I I I—� . —11 — .. cn ad _° — _4.1 I ` . °..—__ ed . I ` 'I..° .a SII—III EIIIIIIIII-111 II —11 ° a .: a a` —� 00 I° A. — — _8., 4,. _I I 1=1 I 1=III=1 _8 I I — a a° = I= :: --� I - a I I— ---I I I--� 1 ' 1=1 w _._�,�..�'., —I I —1=1 cn III _ - d .'a W — (2) #5 CONT. w/ 3" 1'-4" (2) #5 CONT. w/ 3'� --- — 16"MIN. = COVER TYP. (2) #5 BARS CONT. F� COVER TYP. -� I —III—III—III—I I (—I (2) #5 BENT BARS w/ '01W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'4" WIDE w/(3) #5 BARS DENSITY _� FOOTING @SHOWER AT MASONRY AFOkTHICKENED EDGE 4FO9 TYPICAL STEP FOOTING DETAIL ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. ___---_ 1 `r ENTIRE BASE TO BE FILLED SOLID TOP VIEW @ CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH VERIFY W/ DETAILS FOR REQ'D IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W w 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q d ° d a ar'I a '. M SEE PLAN c a • CONC. SLAB PER PAST DEEPEST STEP (1) #5 FROM FTG. TO .a•d e a FLUSH w/ FOUNDATION SLOPE WALL SCHEDULE WALL SCHEDULE I . .. #5 CONT. PER MFG _ SPLICE GROUT CELL - I a;p a , °,d_ fe' 14I REINFORCEMENT SEE' '4 SOLID PER PLANS REQ'D FOUNDATION PLAN BELOW °' F ° ° 1 I°q A .r'.I. FOR QUANTITY I . a.. d .' ° �.. .7...d �. THRESHOLD PER MFG .#5x25x25CORNER L ��a °.°d MIN 4" r ° BAR, ONE FOR EA. oW —1, . • ., .. ° a e ,jh^II HORIZONTAL CONC. SLAB PER U .11 44 _ CCo ' . ' ' ° ° d ' d 41. REBAR, TYP. U.N.O. W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" A a ° a e de , -ra ° j FOUNDATION PLAN COVER TYP. a.a lot1-1/2" COVER TYP. CONC. SLAB PERI 2 114" W/ 3" COVER TYP.; @ 1'_4 c Q d • 2 -STORY CONDITION _ L PER MFG " SLOPE EXT. SURFACE (3) #5 BARS w/ 20" OR GRADE 1/4" PER FOUNDATION PLAN 2 CONC. SLAB PER Z CLEAN COMPACTED C FOOT AWAY FROM FILL @ 95% STANDARD z CONCRETE SLAB PER BUILDING DENSITY FOUNDATION PLAN ELASTOMERIC JOINT W FILLER C g FOUNDATION PLAN Z TYPICAL CORNER BAR DETAIL (TOP VIEW)F11 EXTERIOR DOOR POURED SILL ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE a asUJIf` ag ' � d 1 b. d 4 a a ° _ ° a.• I� a . •� ye. u a e A. .. o 4 ° I d ° a _ I— I I — -III—III—III— A' .. �I ho� '•�_I I_ 1I— -1 I ISI—III —�II Z 1.r<- 141„ —I — � -- 1- = . ._.=e. -- oI=181„= =— — --- I- _ _a I I III—III I I V = _ —I —I ---III= 1 1 o 16,. 8" 8" = W w CLEAN COMPACTED p CLEAN (2) #5 BARS CONT. w/ 3" COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARD U COVER TYP.; AT 8" 8' FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O U DENSITY (2) #5 BARS CONT. w/ 3 `e) 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY O COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE m W -BEARING SLAB STEP DOWN fiFO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING �,�%�,�%'°f,tt*tt1t��rrrr', 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �,.....,,��eee W ch OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 VERIFY ' I / DETAILS FOR REQ'D CONT. BAR STEEL AT/ STORY LOCATIONS SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER MIN. 24" BEFORE Z CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8„ W FOUNDATION PLAN w/ 3" COVER TYP. LU a p. d, .. GRADE d °' a A d. Ie' e W co A .. va a e,, Co A LU 1=1 I I—I I I—I I I—� . —11 — .. cn ad _° — _4.1 I ` . °..—__ ed . I ` 'I..° .a SII—III EIIIIIIIII-111 II —11 ° a .: a a` —� 00 I° A. — — _8., 4,. _I I 1=1 I 1=III=1 _8 I I — a a° = I= :: --� I - a I I— ---I I I--� 1 ' 1=1 w _._�,�..�'., —I I —1=1 cn III _ - d .'a W — (2) #5 CONT. w/ 3" 1'-4" (2) #5 CONT. w/ 3'� --- — 16"MIN. = COVER TYP. (2) #5 BARS CONT. F� COVER TYP. -� I —III—III—III—I I (—I (2) #5 BENT BARS w/ '01W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'4" WIDE w/(3) #5 BARS DENSITY _� FOOTING @SHOWER AT MASONRY AFOkTHICKENED EDGE 4FO9 TYPICAL STEP FOOTING DETAIL ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. ___---_ 1 `r ENTIRE BASE TO BE FILLED SOLID TOP VIEW @ CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH 3/4"=1'-0" ' % 3/4"=1'-0" \ % 3/4"=1'-0.1 BEYOND CORNER. SEE FLM. . ° .. " PLAN FOR BASE SIZE a 'd a. e ,�' Z d. O DRIVEWAY BY SEE FOUNDATION FOR "' a All - BUILDER- CONCRETE I° " ° 4 __ PAD SIZE a w M OR PAVERS I. d e ! . ' w CONC. SLAB OR 4> w .' daaPAVERS PER PLLU AN a I. GU 4 co CLEAN COMPACTED d d a FILL @ 95% STANDARD — a . .I;a d' %' °' ^ 4-L =I' DENSITY — ° ' 8" x 8" THICKENED I (I— d . 9.. Lam.°..,'� j8" 3" COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED d FILL @ 95% STANDARD L� .d DENSITY F1 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" 3/4"=1'-0.. TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION c d d A— . 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE _ CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION FOUNDATION PLAN FINISH FLOOR ELEV. _ z = a 4 PFINISH FLOOR PENETRATING da d °I- - I 11 I I- �•'GRADE PIPE PENETRATING PIPE D I = — d '.. . _ SEE FDN. _ •° d4 °, —1 I PLAN FOR LOOP TIE TIE (TYP.) I- I _ I _I SIZE & REINF. I= _ • — z �: ;: �.'' -� _ _ �_ . I =I PIPE PERPENDICULAR TO FND 1-11 P — M ih + , .. — — — I I= —= I TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I =—I I— FOOTING PER PLAN - z7, I = I — = I=� =I I —I I CENTERED AT PIPE i— uo - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -III—III—I I (- I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN WI I I� I=� (� I -I THAN THE FILL @ 95 /o STANDARD I_I SEE FDN PLAN i I d DENSITY 1 I—III— IZE I —) a 4 c a 3/4"=1'-0" C L c PENETRATING PIPE (SIDE VIEW) FORS d - (FRONT VIEW) PVC SLEEVE —I I _ & REwF. I-1 _ I a (_� =DI = I L L PIPE VERTICAL THRU FDN = I- -°a = -I II 1 I=1 I IDoI IDI I I—' 11 # 1 6- 2 Z 0� � F1 TYPICAL FOUNDATION PENETRATIONS NOT USED 3/4"=1'-011 PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in thiis document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. • 2 W ao O° J Z icowJ-• _ o ai irr Q .a CS Qft C) r0�®►etttel oriLy -i M LL hiliO cn " Z P C 0 r U D � Q VJ J Z CD p��C)(LIU) :2W. 0 06 Z Z J �O = v i=z 0a Q W 0 Z b�� I— ` 0 H W O _ ..... m � Z Om 11 1.- 00 O T ZZO J OMJ DC p W O 00 O 1 04 m OJZ _.._ �. LU �' O O O STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK. CC JOB No. TM 2152729 SCALE: AS INDICATED DATE: 07/26/2016 SD1 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS v w ° a MASONRY WALL c d ° d a ar'I a '. M SEE PLAN c a • CONC. SLAB PER I (1) #5 FROM FTG. TO .a•d e a °' SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" I . .. #5 CONT. PER MFG _ SPLICE GROUT CELL - I a;p a , °,d_ fe' 14I REINFORCEMENT SEE' '4 SOLID PER PLANS dI FOUNDATION PLAN °' F ° ° 1 I°q A .r'.I. FOR QUANTITY I . a.. d .' ° �.. .7...d �. THRESHOLD PER MFG .#5x25x25CORNER L ��a °.°d d r ° BAR, ONE FOR EA. oW —1, . • ., .. ° a e ,jh^II HORIZONTAL CONC. SLAB PER U .11 44 _ CCo ' . ' ' ° ° d ' d 41. REBAR, TYP. U.N.O. ,, FOUNDATION PLAN . jI A a ° a e de , -ra ° (2) #5 BARS CONT. I =III=III=III III= a.a SLOPE W/ 3" COVER TYP.; @ 1'_4 c d • 2 -STORY CONDITION L PER MFG " SLOPE EXT. SURFACE (3) #5 BARS w/ 20" OR GRADE 1/4" PER WIDE FOOTING 2 CLEAN COMPACTED C FOOT AWAY FROM FILL @ 95% STANDARD BUILDING DENSITY ELASTOMERIC JOINT FILLER C TYPICAL CORNER BAR DETAIL (TOP VIEW)F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" ' % 3/4"=1'-0" \ % 3/4"=1'-0.1 BEYOND CORNER. SEE FLM. . ° .. " PLAN FOR BASE SIZE a 'd a. e ,�' Z d. O DRIVEWAY BY SEE FOUNDATION FOR "' a All - BUILDER- CONCRETE I° " ° 4 __ PAD SIZE a w M OR PAVERS I. d e ! . ' w CONC. SLAB OR 4> w .' daaPAVERS PER PLLU AN a I. GU 4 co CLEAN COMPACTED d d a FILL @ 95% STANDARD — a . .I;a d' %' °' ^ 4-L =I' DENSITY — ° ' 8" x 8" THICKENED I (I— d . 9.. Lam.°..,'� j8" 3" COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED d FILL @ 95% STANDARD L� .d DENSITY F1 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" 3/4"=1'-0.. TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION c d d A— . 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE _ CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION FOUNDATION PLAN FINISH FLOOR ELEV. _ z = a 4 PFINISH FLOOR PENETRATING da d °I- - I 11 I I- �•'GRADE PIPE PENETRATING PIPE D I = — d '.. . _ SEE FDN. _ •° d4 °, —1 I PLAN FOR LOOP TIE TIE (TYP.) I- I _ I _I SIZE & REINF. I= _ • — z �: ;: �.'' -� _ _ �_ . I =I PIPE PERPENDICULAR TO FND 1-11 P — M ih + , .. — — — I I= —= I TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I =—I I— FOOTING PER PLAN - z7, I = I — = I=� =I I —I I CENTERED AT PIPE i— uo - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -III—III—I I (- I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN WI I I� I=� (� I -I THAN THE FILL @ 95 /o STANDARD I_I SEE FDN PLAN i I d DENSITY 1 I—III— IZE I —) a 4 c a 3/4"=1'-0" C L c PENETRATING PIPE (SIDE VIEW) FORS d - (FRONT VIEW) PVC SLEEVE —I I _ & REwF. I-1 _ I a (_� =DI = I L L PIPE VERTICAL THRU FDN = I- -°a = -I II 1 I=1 I IDoI IDI I I—' 11 # 1 6- 2 Z 0� � F1 TYPICAL FOUNDATION PENETRATIONS NOT USED 3/4"=1'-011 PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in thiis document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. • 2 W ao O° J Z icowJ-• _ o ai irr Q .a CS Qft C) r0�®►etttel oriLy -i M LL hiliO cn " Z P C 0 r U D � Q VJ J Z CD p��C)(LIU) :2W. 0 06 Z Z J �O = v i=z 0a Q W 0 Z b�� I— ` 0 H W O _ ..... m � Z Om 11 1.- 00 O T ZZO J OMJ DC p W O 00 O 1 04 m OJZ _.._ �. LU �' O O O STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK. CC JOB No. TM 2152729 SCALE: AS INDICATED DATE: 07/26/2016 SD1 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE. NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 1/2"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL WORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED"' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 I" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 41"x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL l�— (2) 2x TOP PLATE SPF CONT. I 1/2"=V-011 • ;o....� PROVIDE STANDARD 2x6x12 P.T. CENTER SEE PLAN FOR WALL < C P.T. @ TOP TO ALLOW PLAN HOOK I BUCK FRAMING INFO STRUCTURAL 2 TAPCON ANCHORS . PER 2x8 d SHEATHING ON BOTH 2x8 W/ (2) 16d TOE Q. .• • ° 4 3/8" DIA. ANCHOR ego ° 2x SPF CONT. JAILS • .. a ` ....TE r„ •, ,° ,, ,.� ..• • CEN RE D THREADED ROD PER f.La WALL TO BOTTOM OF NAILS BEAM. ATTACHED PER 7/16" OSB EA. SIDE, W/ PLAN /BEARING WALL 6d NAILS @ 16" O.C. TO N/ 6d NAILS @ 16" O.C. • ", ; . ': (1) #5 IN TIE BEAM O.C. @ EACH SUCCESSIVE BUCK SCHEDULE. ONLY NAILING SCHEDULE 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME .rf 1j '.• ` "�� (1) #5 BAR IN PRECAST 0 REQUIRED WHEN SUPPLIER - W I-- : •� LINTEL 0 INDICATED ON°a 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) OU ° ° GARAGE WALL SCHEDULE. MIN 6" BL BLOCKING W/ SIMPSON I— W (2) #5's VERTICAL IN BEYOND FROM END OF WALL / IIX&00 i GROUT FILLED CELL 1 MASONRY WALL. ° LU W • W40 itN �� • Z 2x6 P.T. BUCK EACH ? +�� SIDE OF OPENING BLOCKING PER BRIG • ca .. •+ ' �� .. ENTIRE COLUMN TO a a WALL SCHEDULE O BE GROUT FILLED w = U (5) 3/8 DIA. J -BOLT W/ jy ] ~ W LL U.N.O. ° a #5 VERTICAL IN w 5-1/2" EMBED. AT EA. c9 . (1) � � DOOR BRACKET, EA. BASE PLATE W _ ,�. GROUT FILLED CELL (IF SIDE OF DOOR. d CONNECTION PER BRIG f ' O H M F- REQ'D PER PLAN) .. ; co c� PROVIDE 1-1/2" x 3/16" WALL SCHEDULE `° a ry ..; + MUj > THICK WASHER W/ EA. NOTE: SEE MD08 ONm ANCHOR. (1st BOLT TO I 'I ` LINTEL PLAN FOR ¢ BE 8" MAX. ABV. CURB, DRAFTING. ft ADDIT'L REBAR INFO REST EQ. SPACED . 1 e -24" O.C.) PT BASE PLATE DO VERTICAL REINFORCEMENT DETAIL fi[)O GARAGE BUCK DETAIL fi`6�0BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE. NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 1/2"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL WORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED"' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 I" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 41"x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL l�— (2) 2x TOP PLATE SPF CONT. I 1/2"=V-011 3/4"=1'-0" NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING F= AROUND CURVE. MIN. STRUCTURAL 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN SHEATHING ON BOTH 2x8 W/ (2) 16d TOE SIDES FROM TOP OF NAILS EA. END o N 2x SPF CONT. JAILS BLOCKING ATTACH TO r------------ 7/16" OSB W/ (2) 8d WALL TO BOTTOM OF NAILS BEAM. ATTACHED PER 7/16" OSB EA. SIDE, W/ RADIUS AS REQ'D 6d NAILS @ 16" O.C. TO N/ 6d NAILS @ 16" O.C. SIDE & TOP NAILER O.C. @ EACH SUCCESSIVE BUCK 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE. NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 1/2"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL WORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED"' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 I" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 41"x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL l�— (2) 2x TOP PLATE SPF CONT. I MIN. 2x4 SPF #2 KNEE -'"Jr WALL WITH STUDS @ 16" O.C. W/ 3/4"=1'-0" (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE — WALL WITH STUDS @ 16" O.C. W/ �-- .x4 3LOCKING ATTACH TO STRUCTURAL F= FOR BEAM SIZE STRUCTURAL SEE SHEATHING ON BOTH ' z SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, o N SIDES FROM TOP OF JAILS WALL TO BOTTOM OF r------------ I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER (3) 12d NAILS TO RAT RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE O.C. @ EACH SUCCESSIVE BUCK = NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS -LV--L I 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 SPECS m W of iY 0 as r,rtu�tt,ee�r w co LL X Im 00 SHEATHING PER PLAN STRUCTURAL Z W q �c'�® `•.° ', o TYP. TRUSS TO FRAME SHEATHING O� �, �c ® = Z CONNECTION PER TYP. TRUSS TO FRAME W 'k Q ©, _j Q U STD. CONNECTOR CONNECTION PER O, 0 �'+ J NOTES I zSTD. CONNECTOR a' e• ": O Z p r-- FRAME OUT TO BLOCK NOTES w �', d� •.,®•° �••°`. ��'v` }O EDGE AS REQ'D FRAME OUT TO BLOCK _ R�� Of � EDGE ~O //' ire . m ��Atttt wt� Q (2) 2x TOP PLATE 1/2" x 8" ANCHOR BOLT {2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE (ONLY 0 O.C. & 6 EACH ACH • FOR BEAM SIZE IF OPENING PROVIDED W END I PER PLAN) Q /''''� C] CY) MIN. 2x4 SPF #2 KNEEF—I y0 Q STUDS / w WALL 16" U Z 2x PT BOTTOM @ PLATE O.C. w/ STRUCTURAL 0 o _. SHEATHING FROM Q 0 PRECAST LINTEL OR TOP OF WALL TO 0 KNOCK OUT COURSE BOTTOM OF WALL. ATTACHED PER w W C E NAILING SCHEDULE Q U ° OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME 0 -4--L RADIUS AS REQ'D KNEEWALL AT UPSET BEAM 3/4"=1'-0" Q 3/4"=1'-0" O 0 �-- TO MASONRY NOTES: _ F= 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, Z SEE SPECS m W of iY 0 as r,rtu�tt,ee�r w co LL X Im 00 SHEATHING PER PLAN STRUCTURAL Z W q �c'�® `•.° ', o TYP. TRUSS TO FRAME SHEATHING O� �, �c ® = Z CONNECTION PER TYP. TRUSS TO FRAME W 'k Q ©, _j Q U STD. CONNECTOR CONNECTION PER O, 0 �'+ J NOTES I zSTD. CONNECTOR a' e• ": O Z p r-- FRAME OUT TO BLOCK NOTES w �', d� •.,®•° �••°`. ��'v` }O EDGE AS REQ'D FRAME OUT TO BLOCK _ R�� Of � EDGE ~O //' ire . m ��Atttt wt� Q (2) 2x TOP PLATE 1/2" x 8" ANCHOR BOLT {2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE (ONLY 0 O.C. & 6 EACH ACH • FOR BEAM SIZE IF OPENING PROVIDED W END I PER PLAN) Q /''''� C] CY) MIN. 2x4 SPF #2 KNEEF—I y0 Q STUDS / w WALL 16" U Z 2x PT BOTTOM @ PLATE O.C. w/ STRUCTURAL 0 o _. SHEATHING FROM Q 0 PRECAST LINTEL OR TOP OF WALL TO 0 KNOCK OUT COURSE BOTTOM OF WALL. ATTACHED PER w W C E NAILING SCHEDULE Q U ° OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME 0 -4--L RADIUS AS REQ'D KNEEWALL AT UPSET BEAM 3/4"=1'-0" W 3/4"=1'-0" FASTEN PT 2x NAILER 0 �-- TO MASONRY NOTES: W SCHEDULE 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, X SEE 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 IT 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, o N TRUSS WEBS NOT STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN SHOWN FOR CLARITY r------------ THIS CASE. O BRACING (AT 45°) W/ 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x (3) 12d NAILS TO RAT V BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" A/C UNIT AND PAN O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 1-- 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS SUPPLIER - W I-- TBD BY BUILDER (FASTENING) ARE MET 0 SUPPLIED BY A/C 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) OU V ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D BL BLOCKING W/ SIMPSON I— W Z SPECS m W of iY 0 as r,rtu�tt,ee�r w co LL X Im 00 SHEATHING PER PLAN STRUCTURAL Z W q �c'�® `•.° ', o TYP. TRUSS TO FRAME SHEATHING O� �, �c ® = Z CONNECTION PER TYP. TRUSS TO FRAME W 'k Q ©, _j Q U STD. CONNECTOR CONNECTION PER O, 0 �'+ J NOTES I zSTD. CONNECTOR a' e• ": O Z p r-- FRAME OUT TO BLOCK NOTES w �', d� •.,®•° �••°`. ��'v` }O EDGE AS REQ'D FRAME OUT TO BLOCK _ R�� Of � EDGE ~O //' ire . m ��Atttt wt� Q (2) 2x TOP PLATE 1/2" x 8" ANCHOR BOLT {2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE (ONLY 0 O.C. & 6 EACH ACH • FOR BEAM SIZE IF OPENING PROVIDED W END I PER PLAN) Q /''''� C] CY) MIN. 2x4 SPF #2 KNEEF—I y0 Q STUDS / w WALL 16" U Z 2x PT BOTTOM @ PLATE O.C. w/ STRUCTURAL 0 o _. SHEATHING FROM Q 0 PRECAST LINTEL OR TOP OF WALL TO 0 KNOCK OUT COURSE BOTTOM OF WALL. ATTACHED PER w W C E NAILING SCHEDULE Q U ° OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME 0 -4--L RADIUS AS REQ'D KNEEWALL AT UPSET BEAM 3/4"=1'-0" I 3/4"=1'-0" ROOF SHEATHING �-- ATTACH PER NAILING PRE -MANUFACTURED FLUE PER MANUF. SCHEDULE 12 CHIMNEY CAP SPECS W/ 2" MIN. SEE @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT F V„ PLAN " " STANDARD TRUSS J TOP CHORD VARIES ' WITHIN 10'-0" OF THE GALVANIZED FLASHING TRUSS WEBS NOT C CONT. ROOF SHEATHING NAIL PER PLAN O SHOWN FOR CLARITY r------------ 2x4#2 SYP CROSS EXT. SHEATHING BRACING (AT 45°) W/ D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN Op (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" 2x4 FRAMED CRICKET 01 MAX 48" MAX 48" CONDENSATE I DISPOSAL BY A/C I E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW i SUPPLIER - W I-- CONNECTION TO BE i---------_—_— SUPPLIED BY A/C H A J O 2x PLATES OVER ROOF DECK PER VALLEY / K COMPANY V 2x4 #2 SYP BLOCKING UNDER A/C SUPPORTS BL BLOCKING W/ SIMPSON I— W A34 OR LUS24-2 EACH END °. AT BASE ARE REQ'D O O,' w■ Z O KNEEWALL OVER MASONRY WALL o RE. ELEV FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO — TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W -- WINDOW PER > FLOOR PLAN — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS — EXT FINISH PER PLAN MAIN FLOOR FRAMING DETAIL IF WALL HEIGHT IS ` BETWEEN 4FT & 8FT, N LE COMMONS , . ELEV 0'-0" <8> DOUBLE TOP PLATE B + + NAILED @EACH END CONC. SLAB - '` " - l USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND SEE FOUNDATION SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ,, GALVANIZED FLASHING x N O C 16d COMMONS END III -I RAFTER + + NAILED TO VERTICAL I I=I 2x4 BLOCKING W/ (2) + I I- _ MASONRY W F COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E 16d COMMONS END 2x4's I I PLAN J STRUCTURAL SHEATHING PER PLAN AND ROOF V 1 NAILED TO VERTICALO2x4's SEE FOUNDATION FINISH PER ARCHSFIN �, + + DETAILS FOR FTG INFO CURVED ROOF TRUSSES PER PLAN OR CURVED G` TRUSS PER PLAN K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED ft0 L -`O t$ i F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAILASO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 4 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. 3/4"=1'-0" i K:7 3/4"=1'-0" 3/4"=1'4" 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. z Ur OA CHIMNEY CAP SPECS W/ 2" MIN. Z @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT F CLEAR BETWEEN FLUE TOP OF CHIMNEY MIN. F OLSTA18 B ROOF SHEATHING FOR STRAP & FRAME 2'-0" ABOVE A POINT ' WITHIN 10'-0" OF THE GALVANIZED FLASHING C CONT. ROOF SHEATHING NAIL PER PLAN O NEAREST ROOF z ! EXT. SHEATHING -j D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN Op (1) SPH4 EVERYATTACHED PER NAILING SCHED. OTHER STUD TO!1 "r BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 3211 O.C. 2x4 FRAMED CRICKET ZOO W 2x4 VERTICAL @ 24 W/ GALVANIZED : I E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW i O.C. MAX. w/ (4) 10d FLASHING - W I-- Z W NAILS TO BOTTOM + Z�� H A J O 2x PLATES OVER ROOF DECK PER VALLEY / K CHORD & (3) 10d NAILS + TO TOP CHORD; NOTE V 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO — TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W -- WINDOW PER > FLOOR PLAN — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS — EXT FINISH PER PLAN MAIN FLOOR FRAMING DETAIL IF WALL HEIGHT IS ` BETWEEN 4FT & 8FT, N LE COMMONS , . ELEV 0'-0" <8> DOUBLE TOP PLATE B + + NAILED @EACH END CONC. SLAB - '` " - l USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND SEE FOUNDATION SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ,, GALVANIZED FLASHING x N O C 16d COMMONS END III -I RAFTER + + NAILED TO VERTICAL I I=I 2x4 BLOCKING W/ (2) + I I- _ MASONRY W F COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E 16d COMMONS END 2x4's I I PLAN J STRUCTURAL SHEATHING PER PLAN AND ROOF V 1 NAILED TO VERTICALO2x4's SEE FOUNDATION FINISH PER ARCHSFIN �, + + DETAILS FOR FTG INFO CURVED ROOF TRUSSES PER PLAN OR CURVED G` TRUSS PER PLAN K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED ft0 L -`O t$ i F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAILASO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 4 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. 3/4"=1'-0" i ..j z Ur c Z I— 06 O z ¢$ -j > < ZQ lk ZOO W Q O - W I-- Z W Z�� ] � > ~ V I— W IIX&00 i 1 Oco0 W W40 itN ] • ca O m c Z O M 11 00 ZOO O pG J ] � QQ IW IIX&00 1 Oco0 W40 itN • ca O ] ~ W LL -- W _ O H M F- a ry STRUCTURAL ENG: CF G / BAD DRAFTING. --- — STRUCT: TNT QC CHECK CC - = JOB No. TM - 2152729 u SCALE: AS INDICATED u DATE: 07/26/2016 C D E SD2 SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON H10A ATTACH PER PLAN DIAGONAL TO TOP PLATE PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) FRAME WALL CONNECTION 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' �onnn cnv�e 45° CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO IV BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" WHERE O.H. IS > 1DROP 4'-8" < H 6 7'-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" W 9'-4" < H�614'-0" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W TIE BEAM COURSE w/ (1) MAX. ATTACHMENT w/ (3) 10d _ SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD GABLES w/ OUTLOOKOKERS @ 24 O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, 2) 16d GABLE END TRUSS TO Q c 2x TOP PLATE TO SHEATHING COVERING IF REQ'D PLT.@12" O.C. MAX. = v GABLE END W/ 16d �I .a DIAGONAL CMU WALL CONNECTION m NAILS @ 6" O.C. O SPAN CONNECTION GABLE VERTICAL FRAMING FOR FALSE L L OUTLOOKER O.C. O.C. �- ��---- 2ND 2x4 BRACE IF 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. x I-----'�` REQ'D, SEE CHART Q ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** VERTICAL 2x6 (1) KING STUD w/ SIMPS. TRUSS PER PLAN A -A GABLE BRACING ATTACH PER PLAN STRONGBACK IF REQ'D NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ TRUSS BELOW . BOTTOM CHORD. 8" O.C. GEO GABLE END @ FLAT CEILING CONNECTIONS ! ATTACH W/ (2) 10d VALLEY RAFTER (6E�0GABLE END BRACING 2x8 #2 SPF STUDS AT 3/4"=1'-0" ,. PER CHART 3/4"=1'-0" SHEATHING NOT REQ'D 1/2" x 8" J -BOLT @ 32" p O SHEATHING NOT REQ'D BRACING IS TO BE SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN a° IN CMU. OR SIMPSON ° ANCHOR BOLT OR OF EA. STUD.. TO BE CONT. @ THE META16 TO BE CONT. THE .SIDE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF Q (5) 16d NAILS BRACE 2x4'S @ 24" O.C. TRANSITION FROM TRANSITION FROM TO BLOCKING SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. - AF A BEAM TO GABLE WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR Z I TRUSS SHEATHING FASTEN TRUSS \ CONT. 2x4 @ 6,. O.C. O.H. SIZE W a PER PLAN m SPLICE AS REQ'D Q W W \ h PER PLAN. 16d NAILS.k4�� WHERE O.H. IS > 1'-0", w 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 RUN BACK TO 't Q BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE 1ST COMMON o N — �- (5) 16d NAILS BRACE \ CHART . WITH (3) 12dTOENAILS. TO BLOCKING \ GABLE BRACING (+) CONNECT TO DROP ZO F EXT. SHEATHING; \ GABLE WITH H2.5 CLIP. SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON H10A ATTACH PER PLAN DIAGONAL TO TOP PLATE PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) FRAME WALL CONNECTION 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' �onnn cnv�e 45° CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO IV BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" 31/4" HOLD 1/2" J -BOLTS w/ 4'-8" < H 6 7'-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H�614'-0" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W TIE BEAM COURSE w/ (1) MAX. ATTACHMENT w/ (3) 10d _ x z TOENAILS EA. END #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD PROVIDE 16d NAILS _ 10d COMMON NAILS (1) A23 FROM STRONGBACK TO GABLE END TRUSS TO Q c 2x TOP PLATE TO SHEATHING COVERING IF REQ'D PLT.@12" O.C. MAX. = v GABLE END W/ 16d �I .a DIAGONAL CMU WALL CONNECTION m NAILS @ 6" O.C. O SPAN CONNECTION GABLE VERTICAL FRAMING FOR FALSE L L OUTLOOKER TRUSS PER PLAN 2x6's @ 24" O.C. MAX. �- ��---- 2ND 2x4 BRACE IF IN CMU. OR SIMPSON GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H�614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS CMU WALL OR LINTEL a. BEAM, IF REQ D w/ (3) SEE CHART TRUSS PER PLAN DTC CLIP, (2) 8d NAILS BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS WAY UP HEIGHT OF 2x4 BRACE IF REQ'D INTO BLOCKING, (4) 8d END NAILS @ EA. BRACE 2x4 #2 SYP P.T. SEE CHART. NAILS INTO TOP PLATE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ BLOCKING @ 24" O.C. x 2x6 RAFTER TO 2x8 #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD 01 FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM STRONGBACK TO HOLD WALL 3-1/2" SHEATHING COVERING IF REQ'D @ 6" O.C. DIAGONAL CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x6's @ 24" O.C. MAX. �- ��---- 2ND 2x4 BRACE IF IN CMU. OR SIMPSON HEADER PER PLAN IF 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. x I-----'�` REQ'D, SEE CHART @ 24" O.C. W/ (2) 12d ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** VERTICAL 2x6 (1) KING STUD w/ SIMPS. TRUSS PER PLAN A -A GABLE BRACING ATTACH PER PLAN STRONGBACK IF REQ'D WALL SHEATHING PER LAY 2x4 BLOCKING ' o- 10d COMMON NAILS @ STUDS TYP. BASE TRUSS BELOW . BOTTOM CHORD. 8" O.C. GEO GABLE END @ FLAT CEILING CONNECTIONS ! ATTACH W/ (2) 10d VALLEY RAFTER (6E�0GABLE END BRACING 2x8 #2 SPF STUDS AT 3/4"=1'-0" ,. PER CHART 3/4"=1'-0" 16" O.C. 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2-0 MAX. STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" 5 FIELD FRAMED VALLEY DETAIL 1'-9" MAX. JQ' TO STUD) EN SIMPSON DTC, (2) 8d SEE CHART TRUSS PER PLAN DTC CLIP, (2) 8d NAILS MAX 2'-0" O.H. WAY UP HEIGHT OF (4) 8d NAILS TO TOP INTO BLOCKING, (4) 8d END NAILS @ EA. PLATE 2x4 #2 SYP P.T. 10d COMMON NAILS @ NAILS INTO TOP PLATE OUTLOOKER • BLOCKING @ 24" O.C. x 2x6 RAFTER TO 2x8 W W W/(2)12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END RAFTER & A35 ON ADJ TRUSS PER PLAN DOWN FOR RAFTER TO OPP SIDE INTO BLOCKING, (2) DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x6's @ 24" O.C. MAX. 2x4 LEDGER W/ (2) 10d IN CMU. OR SIMPSON HEADER PER PLAN IF 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. NAILS @ EACH WEB @ 24" O.C. W/ (2) 12d REQ'D. MIN (1) JACK & 2x6 (MIN.) PLATE THRU END NAILS @ EACH Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN STRONGBACK IF REQ'D WALL SHEATHING PER LAY 2x4 BLOCKING ' o- CONT. 2x4 STUDS TYP. BASE TRUSS BELOW . BOTTOM CHORD. TO BOTTOM CONNECTION ! ATTACH W/ (2) 10d VALLEY RAFTER 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN ,. PER CHART 2x PLATE WITH 16" O.C. 1/2" x 8" J -BOLT @ 32" p DTC CLIP, (2) 8d NAILS MASONRY WALL OR 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. INTO BLOCKING, (2) END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN a° IN CMU. OR SIMPSON ° ANCHOR BOLT OR OF EA. STUD.. ' META16 TITEN HD @ 32" O.C. & .SIDE 6" FROM EACH END (5) 16d NAILS BRACE 2x4'S @ 24" O.C. TO BLOCKING O Z AF A PROVIDE 2x4 BRACE GABLE END I SHEATHING FASTEN .GABLE END SHEATHING FASTEN TO EA. ADJ. DIAG. FASTEN TO DIAG.w/(2) PER PLAN m SPLICE AS REQ'D Q W W \ h PER PLAN. 16d NAILS.k4�� 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2-0 MAX. STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" 5 FIELD FRAMED VALLEY DETAIL 1'-9" MAX. JQ' TO STUD) EN SIMPSON DTC, (2) 8d TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d WAY UP HEIGHT OF (4) 8d NAILS TO TOP INTO BLOCKING, (4) 8d END NAILS @ EA. PLATE 2x4 #2 SYP P.T. 10d COMMON NAILS @ NAILS INTO TOP PLATE OUTLOOKER EACH END (TYP.) BLOCKING @ 24" O.C. (2) 16d TOE NAILS 2x6 RAFTER TO 2x8 SIMPSON H2.5(TYP.) TRUSS PER PLAN W/(2)12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END RAFTER & A35 ON ADJ TRUSS PER PLAN DOWN FOR RAFTER TO OPP SIDE INTO BLOCKING, (2) DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x6's @ 24" O.C. MAX. 2x4 LEDGER W/ (2) 10d IN CMU. OR SIMPSON HEADER PER PLAN IF 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. NAILS @ EACH WEB @ 24" O.C. W/ (2) 12d REQ'D. MIN (1) JACK & 2x6 (MIN.) PLATE THRU END NAILS @ EACH Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO WALL SHEATHING PER LAY 2x4 BLOCKING ' o- FROM TOP OF WALL STUDS TYP. BASE TRUSS BELOW . BOTTOM CHORD. TO BOTTOM CONNECTION ! ATTACH W/ (2) 10d VALLEY RAFTER 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN ,. AT 24" O.C. BEARING CONDITION @ CMU WALL 2x PLATE WITH 16" O.C. 1/2" x 8" J -BOLT @ 32" r'4 DTC CLIP, (2) 8d NAILS MASONRY WALL OR 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. INTO BLOCKING, (2) END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN a° IN CMU. OR SIMPSON ° ANCHOR BOLT OR OF EA. STUD.. ' META16 TITEN HD @ 32" O.C. & .SIDE 6" FROM EACH END 4 . CENTERED BETWE FRAME ANDWALL DETAILMU STD CONDITION @ CMU VAULTED CONDITION @ CMU WALL SPLICE DETAIL FOR REQ'D FLASHING iY SIMPSON H10A DIAG. °j TO BLOCKING - ``��e�lelrrr®®r/* M :••••° EL ••e •• �`��,,0� W 00 r Ll 'li • = Z GABLE BRACING @ 48" PROVIDE 2x BLOCKING W a, * = oQ 0 O.C. MAX. 45° FROM FOR NAILING ° - U ° <t .:: xv. -► Qa *-� HORIZONTAL (+/- 10°) � z '` LLI Q BRACE NOT REQUIRED oz� ZQ tY 6' FROM EAVES. e•see«••• �� e C `r O TRUSS PER PLAN 1" * oo _ "Cr m W SEE PLAN FOR O 1111i11% SUPPORT AND TIE -j DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 U) BAYS SEE GABLE WALL PER PLAN • 4r0 CONNECTION DETAIL(FRAME WALL SHOWN; N FOR REQ'D MAY ALSO BE p CONNECTIONS MASONRY) **'NOTE: GABLES SPANNING LESS THAN R' DO NOT REQUIRE BRACING*** Q cliM Uj QU (Ua1� 0 O Z O 0 Z O GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" d W (2) 2x TOP PLATE Z v J (D SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR W HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER `p 1� SEE HEADER CANTILEVER PLAN r - SCHEDULE & NOTES W !i 2 IL I FOR ADDT'L INFO. O 0 Z " ffi SIMPSON LSTA12 OR Z J SP4 CONNECTORS @ O _ 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR U Q Z a MORE. EXT. SHEATHING; O �/ Q ATTACH PER NAILING LL U vi W ►– 2x DOWNFRAME TO SCHED. (2) W Q DOOR AS REQ'D (2) 16d NAILS TO EA. = WW Z COMMON TRUSS 0 W �— �W SIMPSON META16 @ Q W 32" O.C. GABLE TRUSS p W 1/2 THREADED ROD TO MASONRY. AT MAIN SPAN ROOF _ TRUSS O EA. SIDE OF HEADER WOOD WALL (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN w ONLY REQ'D @ BRG FOR WOOD OR C/) WALL W/ UPLIFT MASONRY a (G"E�OGABLE END AT VALLEY FRAMING z m c 3/4"=1'-0.. Q Z HEADER STUDS PER J00 HEADER SCHEDULE Z 0 U.N.O. ON PLANS 2 Z F W Z J O J (1) Uj ATTACH JAMB STUDS Q W D � PER WF08/SD4 � Q H 2 � 0 . W m ❑ ~ O W W (D Q _ P BASE PLATE a%�— W NOTE: CONTRACTOR TO NAIL W 1st KING STUD INTO HEADER STRUCTURAL ENG: CFG /BAD PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS U DRAFTING: REQ'D. SEE SCHED. FOR cr_ NUMBER OF KING AND JACK .�i _r1i\ STRUCT: TNT STUDS REQ'D. QC CHECK: CC Q_— sf m,0 H JOB No. TM - 2152729 W SCALE: AS INDICATED �,.fix. r�.� =� ❑ Cn DATE: 07/26/2016 W TYPICAL HEADER DETAIL NOT USED #�6-2z®a _ n -i COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d 4Lw 614 2x6 (MIN.) PLATE THRU END NAILS @ EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING ' — — — — — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP THE TRUSS BELOW . BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ! ATTACH W/ (2) 10d VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. AF�0NON-BEARING WALL CLIP DETAIL iY SIMPSON H10A DIAG. °j TO BLOCKING - ``��e�lelrrr®®r/* M :••••° EL ••e •• �`��,,0� W 00 r Ll 'li • = Z GABLE BRACING @ 48" PROVIDE 2x BLOCKING W a, * = oQ 0 O.C. MAX. 45° FROM FOR NAILING ° - U ° <t .:: xv. -► Qa *-� HORIZONTAL (+/- 10°) � z '` LLI Q BRACE NOT REQUIRED oz� ZQ tY 6' FROM EAVES. e•see«••• �� e C `r O TRUSS PER PLAN 1" * oo _ "Cr m W SEE PLAN FOR O 1111i11% SUPPORT AND TIE -j DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 U) BAYS SEE GABLE WALL PER PLAN • 4r0 CONNECTION DETAIL(FRAME WALL SHOWN; N FOR REQ'D MAY ALSO BE p CONNECTIONS MASONRY) **'NOTE: GABLES SPANNING LESS THAN R' DO NOT REQUIRE BRACING*** Q cliM Uj QU (Ua1� 0 O Z O 0 Z O GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" d W (2) 2x TOP PLATE Z v J (D SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR W HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER `p 1� SEE HEADER CANTILEVER PLAN r - SCHEDULE & NOTES W !i 2 IL I FOR ADDT'L INFO. O 0 Z " ffi SIMPSON LSTA12 OR Z J SP4 CONNECTORS @ O _ 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR U Q Z a MORE. EXT. SHEATHING; O �/ Q ATTACH PER NAILING LL U vi W ►– 2x DOWNFRAME TO SCHED. (2) W Q DOOR AS REQ'D (2) 16d NAILS TO EA. = WW Z COMMON TRUSS 0 W �— �W SIMPSON META16 @ Q W 32" O.C. GABLE TRUSS p W 1/2 THREADED ROD TO MASONRY. AT MAIN SPAN ROOF _ TRUSS O EA. SIDE OF HEADER WOOD WALL (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN w ONLY REQ'D @ BRG FOR WOOD OR C/) WALL W/ UPLIFT MASONRY a (G"E�OGABLE END AT VALLEY FRAMING z m c 3/4"=1'-0.. Q Z HEADER STUDS PER J00 HEADER SCHEDULE Z 0 U.N.O. ON PLANS 2 Z F W Z J O J (1) Uj ATTACH JAMB STUDS Q W D � PER WF08/SD4 � Q H 2 � 0 . W m ❑ ~ O W W (D Q _ P BASE PLATE a%�— W NOTE: CONTRACTOR TO NAIL W 1st KING STUD INTO HEADER STRUCTURAL ENG: CFG /BAD PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS U DRAFTING: REQ'D. SEE SCHED. FOR cr_ NUMBER OF KING AND JACK .�i _r1i\ STRUCT: TNT STUDS REQ'D. QC CHECK: CC Q_— sf m,0 H JOB No. TM - 2152729 W SCALE: AS INDICATED �,.fix. r�.� =� ❑ Cn DATE: 07/26/2016 W TYPICAL HEADER DETAIL NOT USED #�6-2z®a _ n -i COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 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) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" Z z p w W 1 1/2" z N w N r N N N lo N 10d x 3" COMMC OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z o TE z I I a l 2 1/2" EDGE ATTACH 2x STUDS TO CONDITIONS NAIL BOTT M PLA U U U TOP PLATE W/ (4) 16d TO CORNER STUD a 00 PACK w/ (4) 10d NAILS U .01 NAILS ((2) ON EA. SIDE) 2x8 STUDS PER o0 TYP. AT ALL EXTERIOR FRAMING PLAN 10d x 3" COMMON CONDITIONS OPP. SIDE TOP SPLICE BOTTOM SPLICE OVER sruD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2x COLUMN PLATE WFO�TYPICAL TOP PLATE SPLICE @BRG. WALL fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=1'-0" 1-1/2"=V-0" '-0" 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING r� 3�8" SHEATHING PER PLAN AIL SHE THING AT RAMS ALL BOTTOM PLATE 0 z U f]. va ao OUTSIDE (2) 2x4's "v 7 c < (J U a EDGE DISTANCE PER V/,- BO INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN BEYOND INSTALLED VERTICALLY. N A F W z �:J AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING —_—_—_—_ ------ — w� _ (1) ROW OF 8d COMMON NAILS @3"O.C. v A -NAIL SPACING — (� w ? �I OV SC OV SC ROOF SHEATHING II 6 I I II II II p U_ NAILS @ NAIL AT OPO LATE USING (2) ROWS OF 8d COMMON ex< N�'9A TO FAROOF TEN PER PSHEATHING, LAN 2�<FR�gpeTO FASTEN PER PLAN Uj U)II I I — I I_ — II — II Z = NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" CT,yO�(✓SS NCr,S,O 41& C� ty COMMON NAILS @ 3" O.C. — — — Oh, py III III I I I I I WALL SHEATHING O = NAIL INT. W/ 8d COMMON NAILS 12" O.C. & NAIL 2x4 FRAMING @ 24" III III I I I I I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8 2 III OPENING III II II II SPACE BETWEEN w U STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" III III 4 I I PANELS _ W COMMON NAILS @ 3 O.C. NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3" III 3 I I I I I I I J U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III TYP. III II II II p O STUD PER PLAN 4 AROUND 2x STUDS BEYOND, " O TOP & BOTTOM III III I I I I I I -r SHEATHING SPLICE, @ 4 O.C. III OPENING III II II II SEE PLAN FOR MORE fr U_ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO f— Z H O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN '` 2x FASCIA PER PLAN 2x FASCIA III 77-71— NOTE: PIPE OR DUCT W/ u) DOUBLE 2x4 TOP II I II II II U¢ PLATE LENGTHS MUST BE AT I I I II III I I I II PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE � IL� LEAST 8'-0" LONG, TYP. �m MORE THAN 50% OF �11��ll-��I� --------- _ CONNECTION NAILING PER FLOOR SYSTEM 0 TOP PLATE WIDTH U_0 W CUT TO FIT 1 2x BOTTOM PLATE 2x BLOCKING W/ (2') (2) 2x TOP PLATE O.C. INSTALL SIMPSON BEYOND SEE PLAN PROVIDE 2x4 ON TOP @ EACH STUD 10 0 SHEATHING DIAGRAM PSPN516Z W/ (12) 16d 2x4 STUDS PER OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & — 12" O.C. • NAILS TYP. TOP & BOT. FRAMING PLAN TOP PLATE ATTACH W/ ATTACH PER NAILING _ SIMPSON LSTA30 W/ + @ 24" O.C. w/ EXT. 2x4 #2 SPF (2) 10d NAILS O.C. PATTERN ON THIS (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT + DOUBLE 10d @ 3" O.C. (2) 1/4" X 4%"SIMPS. (SOLID BLOCK W/ 2x6) DETAIL WALL TO PRECAST 3/4"=1'-0" w/ (2) 16d END NAILS O.C. MAX.; TOP SPLICE STRAP AROUND w LINTEL w/ (2)ROWS OF `+ ' (4) 12d NAILS EACH EACH END w/ (2) 1/4" X 3%" SIMPS. SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. :; TRUSS MEMBER FASCIA PER O.C. MAX.; CONNECTION COMMUNITY SPECS 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ 2x4 SYP #2 OR SYP #2 LEDGER wil 1/4" PRE-ENGINEERED STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x O.C. 2x4 BEYOND AGAINST O.C. MAX. SIMPSON H3 CLIP TOENAILS INTO OTHER SEE WALL CLIP DETAIL a PLAN FOR STUD SIZE & SHINGLE ONLY TRANSOM BETWEEN TRANSOM BETWEEN TRUSS FOR MORE INFO A8"M� N 2x8 STUDS MSN i i LINTELS LINTELS . UNDER GIRDER TRUSS MORE BRG. WALL INFO . ATTACH 2x STUDS TO LINTEL PER PLAN U.N.O. i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ., • TOP PLATE W/ (4) 16d w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. NAILS ((2) ON EA. SIDE) (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY TYP. AT ALL EXTERIOR 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 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) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" Z z p w W 1 1/2" z N w N r N N N lo N 10d x 3" COMMC OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z o TE z I I a l 2 1/2" EDGE ATTACH 2x STUDS TO CONDITIONS NAIL BOTT M PLA U U U TOP PLATE W/ (4) 16d TO CORNER STUD a 00 PACK w/ (4) 10d NAILS U .01 NAILS ((2) ON EA. SIDE) 2x8 STUDS PER o0 TYP. AT ALL EXTERIOR FRAMING PLAN 10d x 3" COMMON CONDITIONS OPP. SIDE TOP SPLICE BOTTOM SPLICE OVER sruD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2x COLUMN PLATE WFO�TYPICAL TOP PLATE SPLICE @BRG. WALL fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=1'-0" 1-1/2"=V-0" '-0" 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING r� 3�8" SHEATHING PER PLAN AIL SHE THING AT RAMS ALL BOTTOM PLATE 0 z U f]. va ao OUTSIDE (2) 2x4's "v 7 c < (J U a EDGE DISTANCE PER V/,- BO INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN BEYOND INSTALLED VERTICALLY. N A F W z �:J AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING —_—_—_—_ ------ — w� _ (1) ROW OF 8d COMMON NAILS @3"O.C. v A -NAIL SPACING — (� w ? �I OV SC OV SC ROOF SHEATHING II 6 I I II II II p U_ NAILS @ NAIL AT OPO LATE USING (2) ROWS OF 8d COMMON ex< N�'9A TO FAROOF TEN PER PSHEATHING, LAN 2�<FR�gpeTO FASTEN PER PLAN Uj U)II I I — I I_ — II — II Z = NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" CT,yO�(✓SS NCr,S,O 41& C� ty COMMON NAILS @ 3" O.C. — — — Oh, py III III I I I I I WALL SHEATHING O = NAIL INT. W/ 8d COMMON NAILS 12" O.C. & NAIL 2x4 FRAMING @ 24" III III I I I I I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8 2 III OPENING III II II II SPACE BETWEEN w U STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" III III 4 I I PANELS _ W COMMON NAILS @ 3 O.C. NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3" III 3 I I I I I I I J U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III TYP. III II II II p O STUD PER PLAN 4 AROUND 2x STUDS BEYOND, " O TOP & BOTTOM III III I I I I I I -r SHEATHING SPLICE, @ 4 O.C. III OPENING III II II II SEE PLAN FOR MORE fr U_ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO f— Z H O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN '` 2x FASCIA PER PLAN 2x FASCIA III 77-71— III II II I w= u) III II I II II II U¢ o I I I II III I I I II I I II I II II II p= of 0 0 � IL� CO OO �m �I -- — �11��ll-��I� --------- _ CONNECTION NAILING PER FLOOR SYSTEM 0 1/4 x4 TAPCONS @ 12 U_0 W CUT TO FIT 1 2x BOTTOM PLATE 2x BLOCKING W/ (2') (2) 2x TOP PLATE O.C. OPENING SIZE BEYOND SEE PLAN 2x4 BLOCKING PLACED @ EACH STUD 10 0 SHEATHING DIAGRAM SEE ELEV. FOR FLATWISE (2) 16d F1 EXTERIOR SHEATHING SCHEDULE O.H. SIZE 12" O.C. O.H. SIZE 3/4"=V-011 CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG BLOCKING GYPSUM WALLBOARD SEE ROOF SHEATHING, (2) 8d TOE NAILS TO 2x4 #2 SPF 2x6 SYP #2 LEDGER. TO CMU WALL PER PLAN LEDGER TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP SIMPS. SDS SCREWS @ PER PLAN TO LEDGER MORE INFO & MORE INFO & w/ (2) 16d END NAILS 2x4 PT LEDGER W/ EXTERIOR WALL/TRUSS CONNECTION NAILING PER CONNECTION 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE 2x BLOCKING W/ (2') (2) 2x TOP PLATE O.C. PLAN NX 2x4 BLOCKING PLACED @ EACH STUD SEE ELEV. FOR 2x12 BOX HDR w/ 2x8's SEE ELEV. FOR FLATWISE (2) 16d @ 24" O.C. w/ EXT. O.H. SIZE 12" O.C. O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG CONDITION @FRAME WALL _ SIMPSON LSTA30 W/ NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF @ 24" O.C. w/ EXT. 2x4 #2 SPF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. (2) 1/4" X 4%"SIMPS. REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 1 WALL TO PRECAST 3/4"=1'-0" w/ (2) 16d END NAILS O.C. MAX.; OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 0 5/8" THREADED ROD w/ :0. NUT SET IN ADHESIVE ° a I a e / SEE FOUNDATION PLAN FOR ADDITIONAL �j 3 INFO SIDE VIEW @ BASE OF POST J�C5`D01 CORNER COLUMN FRAMING SEE ROOF SHEATHING, 3/4..=1._0.. 2x4 #2 SPF 2x6 SYP #2 LEDGER. TO PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SIMPS. SDS SCREWS @ DOUBLE TOP PLATE 16" O.C. MAX.; MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO GABLE END STUDS v EXTERIOR WALL/TRUSS CONNECTION (2) 1/4" X 3'/" SIMPS. SDI CONNECTION CONNECTION EACH END SCREWS @ 16" O.C. SIMPSON SP4 OR SP2 2x BLOCKING W/ (2') (2) 2x TOP PLATE NX @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's ++ A "" @ 24" O.C. w/ EXT. 12 12" O.C. TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL NAILING SCHEDULE & SIMPSON H3 CLIP PRE-ENGINEERED _ SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF 2x4 SYP #2 LEDGER. -7 ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. (2) 1/4" X 4%"SIMPS. FRAMING PLAN FOR CORNER CONDITIONS g WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS O.C. MAX.; SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF `+ ' (4) 12d NAILS EACH EACH END w/ (2) 1/4" X 3%" SIMPS. SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. :; TRUSS MEMBER FASCIA PER O.C. MAX.; CONNECTION COMMUNITY SPECS 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ 2x4 SYP #2 OR SYP #2 LEDGER wil 1/4" PRE-ENGINEERED STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x O.C. 2x BRG WALL, SEE O.C. MAX. SIMPSON H3 CLIP TOENAILS INTO OTHER SEE WALL CLIP DETAIL a PLAN FOR STUD SIZE & SHINGLE ONLY TRANSOM BETWEEN TRANSOM BETWEEN TRUSS FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS . UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN i i SLOPE AS REQ'D SLOPE AS REQD LINTEL PER PLAN ' LINTEL PER PLAN U.N.O. i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ., w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3 O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER fiFf SECTION @ DOUBLE BEARING AF'lkSTEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM Nk HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 0 5/8" THREADED ROD w/ :0. NUT SET IN ADHESIVE ° a I a e / SEE FOUNDATION PLAN FOR ADDITIONAL �j 3 INFO SIDE VIEW @ BASE OF POST J�C5`D01 CORNER COLUMN FRAMING 1/2"=1'-0" 10dx3" 10d x 3" OPP. SIDE kNCE PER C 5 C U U C 2 C ROOF SHEATHING, FASTEN PER PLAN 1f Z d U h C 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS F EA, STUD OR TRUSS 5 MEMBER, TYP. (MAX. u U 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. C C TRUSS PER PLAN < r F 0 �— WOOD/MASONRY 3 WALL OR TRUSS, SEE u PLAN (TRUSS SHOWN) C u C LEDGER @ LOW ROOF 3/4..=1._0.. 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ SEE TRUSS PLAN FOR 16" O.C. MAX.; MORE INFO & TO GABLE END STUDS v EXTERIOR WALL/TRUSS CONNECTION (2) 1/4" X 3'/" SIMPS. SDI SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 2x8 #2 SPF VERTICAL 1/4" x 2 3/4" TAPCONS Al @ 24" O.C. w/ EXT. 12 12" O.C. SHEATHING PER SEE PLAN NAILING SCHEDULE & SIMPSON H3 CLIP `' (4) 12d NAILS EACH C (4) 12d NAILS EACH r---- SHEATHING PER PLAN 2x4 SYP #2 LEDGER. -7 (4) 10d NAILS FOR TO STUDS OR BEAM w/ CONV. FRAMED (2) 1/4" X 4%"SIMPS. MEMBERS ONLY SDS SCREWS @ 16" 2x8 w/ (2) 10d NAILS @ O.C. MAX.; POCKET SGD EACH VERTICAL L TO GABLE END STUDS ATTACHMENT BY w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. I SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER wil 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY rSD01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 10dx3" 10d x 3" OPP. SIDE kNCE PER C 5 C U U C 2 C ROOF SHEATHING, FASTEN PER PLAN 1f Z d U h C 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS F EA, STUD OR TRUSS 5 MEMBER, TYP. (MAX. u U 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. C C TRUSS PER PLAN < r F 0 �— WOOD/MASONRY 3 WALL OR TRUSS, SEE u PLAN (TRUSS SHOWN) C u C LEDGER @ LOW ROOF 1/2"=1'-0" SO41 HEADER @ POCKET SLIDER 3/4"=1'-0" I � % 1/2"=1'-0" I I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2"=1'-0" e C F l k 'u) l #1 6 -2208 WE .0,,250 i. ��ee,�eerlt't�ttrrrrrsP��'Lj 00 �' .•• °• Jay �i Y o ®••� •e• �0 si e J Z s 41 cS. s �Z! N Q L) J .. ,.y LLI Q O: Z Z 0 Lo •.� •. �r - >-O i •`" '``• �� W u e e. � rr�ttltlle epi ,y° ro • z i 0 z _ i �= C 0. • i i EJ i i CD Z j 0 w�_ Q > W z ffi" Q Z �� ,tri W W F- :% Z o W V C LU C J s 00 0 c Z J O00 0 r ZOO 0 J LUC 0000 00 2ND 0 J Z- 0 '- (] O LU o Q H H CL U C D STRUCTURAL ENG:CFG / BAD DRAFTING --- -. ------ ---- - ----- - -- C-STRUCT: TNT L QC CHECK: CC JOB No. TM -2152729 U SCALE: AS INDICATED DATE: 07/26/2016 Li K C SD4 U C C N SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & +; ROOF SHEATHING C CONNECTION +« + + 7 F 2x8 #2 SPF VERTICAL F 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SHEATHING PER NAILING SCHEDULE & NAILING SCHEDULE & `' (4) 12d NAILS EACH C (4) 12d NAILS EACH TRUSS MEMBER (TOP C TRUSS MEMBER AND BOTTOM CHORDS ALONG W/ WEBBING) C 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL L ATTACHMENT BY BUILDER 1/2"=1'-0" SO41 HEADER @ POCKET SLIDER 3/4"=1'-0" I � % 1/2"=1'-0" I I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2"=1'-0" e C F l k 'u) l #1 6 -2208 WE .0,,250 i. ��ee,�eerlt't�ttrrrrrsP��'Lj 00 �' .•• °• Jay �i Y o ®••� •e• �0 si e J Z s 41 cS. s �Z! N Q L) J .. ,.y LLI Q O: Z Z 0 Lo •.� •. �r - >-O i •`" '``• �� W u e e. � rr�ttltlle epi ,y° ro • z i 0 z _ i �= C 0. • i i EJ i i CD Z j 0 w�_ Q > W z ffi" Q Z �� ,tri W W F- :% Z o W V C LU C J s 00 0 c Z J O00 0 r ZOO 0 J LUC 0000 00 2ND 0 J Z- 0 '- (] O LU o Q H H CL U C D STRUCTURAL ENG:CFG / BAD DRAFTING --- -. ------ ---- - ----- - -- C-STRUCT: TNT L QC CHECK: CC JOB No. TM -2152729 U SCALE: AS INDICATED DATE: 07/26/2016 Li K C SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN k SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED DBL. TOP PLATE M 91;AaA.4;)WG10 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24 TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS Z SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER W 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 tY SEE STANDARD 2-1/4" TITEN SCREWS < x1-1/2" 24" O.C. USE G<< x1-1/2" 24" O.C. USE ATTACHED PER ATTACHED PER <s @ ( sy @ ( Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & a 0 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 » Z NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN �� • (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. (2) Zx SPF TOP PLATE O V 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. • U.N.O. ON PLAN U.N.O. ON PLAN INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUNDOWN ❑ 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND W W PRE -ENG. FLOOR ` FLOOR PLAN FOR MIN. _ (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER I— Q SYSTEM - IF NO FLOOR LINTEL COURSE OR\ HEADER SIZE & REQ'D HEADER SIZE & REQ'D toSYSTEM INSTALL I EXTERIOR SHEATHING JAMB STUDS W INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS ❑ KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TOEXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL U U.N.O. ;; \ FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN FROM TOP OF WALL UNDER COLUMN .. FRAMING PLAN FOR z ABOVE , PLAN U.N.O. CONNECTION INFOIF HEADER IS UPSET TO BOT. RIBBON, NAIL Z PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN p BAND JOIST & BLKG BLOCKING BELOW < ` SEE DETAIL WS11 FOR --.. -.—-.---... [_____ _._.._. __ _ __..__ MORE INFO FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL AND WINDOW HEADER IS UPSET OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d D IS m LLI MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q FLOOR TRUSS NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ $" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d ❑TOENAILS. EXT. U_TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x No MOISTURE S0 TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 1 O HEADER OPENINGS BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x `,01%111111111/ LL.I M OR SIM IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d LL `�r� %,r a F PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 LARGER THAN 4FT: 2 NG O ``` �� •.•• �(>,,' ze Y ao (2) 2x SILL AT WINDOWTOENAILSW v .• •• r W REFER TO O 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x O Z w '� '�• e o w/ 2x CRIPPLE STUDS • r ,. � BUILT-UP COLUMN 2x SILL PLATE w/ A35 O �• •• = Z SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO: . INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x w p x, U @ O STUD PACK w/ 10d > a —: 3 •-ry J BEARING WALL PER FLOOR W/ 14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16 O.C. p ;U qac• ( ( NAILS @ 8" O.C. THEN w/ (2) 10d TOENAILS :`> z `rte W `� PLAN BEYOND SEE FLOOR FRAMING A A NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16 O.C. v� Z ❑ T&B (PLYWOOD • O O ) ATTACH SILL w/ 2 10d SHEATHING REQ'D w '°e°°•. ••'° �'��` >' O COLUMNS PLAN FOR FLOOR 7 10d NAILS & 4 1/4" T&B O eOf MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4 TITENS; IF » SEPARATE SHEATHING TOE NAILS AT EA. END = ei� `••• tY _j PER BEARING WALL FLOOR TRUSSES ARE ' UNDER WINDOW OF SILL (MAX OPEN'G * P a`ie m L` 3 2x STUDS 20"- 26" DEEP, USE //111111 SCHEDULE ATTACH 2x STUDS W/ O WIDTH 4'-0"). USE A35 J 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR J ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER Q SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS COL SEE BRG WALL/ FLOOR w/ (14) 10d Z C STORY WALL NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. » THAN 6' `�' O (2) SIMPSON LSTA18 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / 2 SIMPSON META16 LINTEL COURSE OR 2 OP &BOT. \ W dli M INFO. O FLOOR W/ (14) 10d • SIMPSON LSTA30 w/ 11 10d TO STUDS NAILS RIBBONS, CONT. ( ) C N FLOOR TRUSS TO INTO FILLED CELL USE • ; . � � ' REFER TO MASONRY WALL _ FOUNDATION PLAN 1/4" X 1 3/4" TITENS) � ' \ ABOVE PLATE U.N.O. p � � Co (3) 2x STUD PACK NOTE: ALL FLOOR • FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' \ INFORMATION01 FLUSH W/ FACE OF SCHEDULE NO MOISTURE ov MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN SCHEDULE; PROVIDE 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SEE PLAN ;; ' SHEATHING AND STANDARD R - FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION FOR FLOOR M , o 4 MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP BELOW JAMBS FLOOR GRIDER ORLL •.. FLOOR SYSTEM DRAFT MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL IF WF02/ z Q PLAN SINKERS AND (14) Y4'"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT HEADER CONNECTION @ 2nd FLOOR HIGH BM o ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN D "SOTYPICAL TWO STORY COL. @ GIRDER fiso) 2nd FLOOR CORNER FRAMING ATTACHMENT fi SO HEADER CONNECTION @ 2nd FLOOR �l1 z _I W � cn C) os Z LL O A[ J ON � H ry o F_ oa W � o F, Q = 'S CONNECTIONS Z SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER W 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 tY SEE STANDARD 2-1/4" TITEN SCREWS < x1-1/2" 24" O.C. USE G<< x1-1/2" 24" O.C. USE ATTACHED PER ATTACHED PER <s @ ( sy @ ( Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & a 0 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 » Z NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN �� • (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. (2) Zx SPF TOP PLATE O V 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. • U.N.O. ON PLAN U.N.O. ON PLAN INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUNDOWN ❑ 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND W W PRE -ENG. FLOOR ` FLOOR PLAN FOR MIN. _ (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER I— Q SYSTEM - IF NO FLOOR LINTEL COURSE OR\ HEADER SIZE & REQ'D HEADER SIZE & REQ'D toSYSTEM INSTALL I EXTERIOR SHEATHING JAMB STUDS W INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS ❑ KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TOEXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL U U.N.O. ;; \ FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN FROM TOP OF WALL UNDER COLUMN .. FRAMING PLAN FOR z ABOVE , PLAN U.N.O. CONNECTION INFOIF HEADER IS UPSET TO BOT. RIBBON, NAIL Z PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN p BAND JOIST & BLKG BLOCKING BELOW < ` SEE DETAIL WS11 FOR --.. -.—-.---... [_____ _._.._. __ _ __..__ MORE INFO FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL AND WINDOW HEADER IS UPSET OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d D IS m LLI MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q FLOOR TRUSS NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ $" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d ❑TOENAILS. EXT. U_TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x No MOISTURE S0 TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 1 O HEADER OPENINGS BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x `,01%111111111/ LL.I M OR SIM IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d LL `�r� %,r a F PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 LARGER THAN 4FT: 2 NG O ``` �� •.•• �(>,,' ze Y ao (2) 2x SILL AT WINDOWTOENAILSW v .• •• r W REFER TO O 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x O Z w '� '�• e o w/ 2x CRIPPLE STUDS • r ,. � BUILT-UP COLUMN 2x SILL PLATE w/ A35 O �• •• = Z SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO: . INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x w p x, U @ O STUD PACK w/ 10d > a —: 3 •-ry J BEARING WALL PER FLOOR W/ 14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16 O.C. p ;U qac• ( ( NAILS @ 8" O.C. THEN w/ (2) 10d TOENAILS :`> z `rte W `� PLAN BEYOND SEE FLOOR FRAMING A A NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16 O.C. v� Z ❑ T&B (PLYWOOD • O O ) ATTACH SILL w/ 2 10d SHEATHING REQ'D w '°e°°•. ••'° �'��` >' O COLUMNS PLAN FOR FLOOR 7 10d NAILS & 4 1/4" T&B O eOf MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4 TITENS; IF » SEPARATE SHEATHING TOE NAILS AT EA. END = ei� `••• tY _j PER BEARING WALL FLOOR TRUSSES ARE ' UNDER WINDOW OF SILL (MAX OPEN'G * P a`ie m L` 3 2x STUDS 20"- 26" DEEP, USE //111111 SCHEDULE ATTACH 2x STUDS W/ O WIDTH 4'-0"). USE A35 J 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR J ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER Q SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS COL SEE BRG WALL/ FLOOR w/ (14) 10d Z C STORY WALL NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. » THAN 6' `�' O (2) SIMPSON LSTA18 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / 2 SIMPSON META16 LINTEL COURSE OR 2 OP &BOT. \ W dli M INFO. O FLOOR W/ (14) 10d • SIMPSON LSTA30 w/ 11 10d TO STUDS NAILS RIBBONS, CONT. ( ) C N FLOOR TRUSS TO INTO FILLED CELL USE • ; . � � ' REFER TO MASONRY WALL _ FOUNDATION PLAN 1/4" X 1 3/4" TITENS) � ' \ ABOVE PLATE U.N.O. p � � Co (3) 2x STUD PACK NOTE: ALL FLOOR • FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' \ INFORMATION01 FLUSH W/ FACE OF SCHEDULE NO MOISTURE ov MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN SCHEDULE; PROVIDE 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SEE PLAN ;; ' SHEATHING AND STANDARD R - FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION FOR FLOOR M , o 4 MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP BELOW JAMBS FLOOR GRIDER ORLL •.. FLOOR SYSTEM DRAFT MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL IF WF02/ z STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4'"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT HEADER CONNECTION @ 2nd FLOOR HIGH BM o ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS * : a MIN THICKNESS SHALL "SOTYPICAL TWO STORY COL. @ GIRDER fiso) 2nd FLOOR CORNER FRAMING ATTACHMENT fi SO HEADER CONNECTION @ 2nd FLOOR �l1 WD. HD. HT. +' BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE POWERS STEEL SILL 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR TYP. @ALL WINDOWS SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. 00 GRADE , @ 48 O.C. W/ (2) 12d SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE„ TO VERIFY SIZE A35 EA. END TRUSSES @ 24 O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ (2) 12d @ 12” O.C. 2 12d 12" O.C. (2 AGAINST TRUSS VERTICAL @ 48" 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 a END 2x4TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d)NAIOLS BOTTOM TRUSS w/ ) FRAME 2x4 KNEE 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.G. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN CONNECTION IN GARAGE (2) 5/8„ TYPE „ X WHEN 3” O.C. WALL F SHEATHING TO EA. (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER r, 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE E T PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (F L SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN OR SIM IS PROVIDED KNEEWALL IOR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONAsi)�TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0,. 3/4"=1'-0" 3/4"=1'-0„ NOTE: ALL FLOOR 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS IF SHEATHING IS NOT BARRIER (FELT PAPER CONTINUOUS TO OR SIM) IS PROVIDED BOTTOM OF FLOOR TRUSS,CONTRACTOR a TO INSTALL SIMPSON LSTA18 STRAPS FROM I SEE ARCH DWGS FOR EA. STUD TO TRUSS a TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED 2x12 #2 SYP CONT. -� PER NAILING LEDGER W/ (3) SCHEDULE 1/4"x4-1/2" SDS SLOPED BALCONY SCREWS (EQUALLY FLOOR TRUSS (12" SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. � TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR END VERTICAL (MIN. 2" FROM T&B) .L~. LUS46 TO LEDGER :I CONTRACTOR TO Q SEE WS11/SD5 FOR PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO +I. CONCRTE SLAB LINTEL PER PLAN SEE WS10/SD5 FOR �. PERMITTED ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" ❑ ' o SEE FRAMING PLAN FOR FLOOR M , o 4 CONNECTION w Q U FLOOR GRIDER ORLL y. BEAM p O z 04r O HEADER CONNECTION @ 2nd FLOOR HIGH BM o W 3/4"=1'-0" Q_ Ld U) J z W � cn C) os Z LL O A[ J ON � H ry o 0 oa W � o F, Q = 'S LU ~ O Z U F_ F— W O U) .�.� _ U Q Z W W 0 Z m ❑a Z O Q M 11 ❑ 11.— 00 Z r 0 ilOO- w Z J O 0 J w Uj Z �/ Q U) 7' 0 0000 tV o 0 j Z z I- W W�O0 _ U) Q ❑ a W STRUCTURAL ENG CFG / BAD (~j DRAFTING. -STRUCT: TNT U) - QC CHECK: _CC D) Z JOB No. TM- 2152729 W SCALE: AS INDICATED o W DATE: 07/26/2016 R,.. #16-220 D5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D INTERIOR FINISH a ° TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG °FF I 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 f EXT. FINISH PER PLAN ON WOOD USE HGA PLAN PLAN ARCHS CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fi7Sj _ SECTION @ COMBO TRUSS �FOWALL SPLICE DETAILS fiF1' SECTION @ OPEN TO ABOVE 1/2"=1'-0" — HANGER BY OTHERS EXTERIOR SHEATHING 2x BRG WALL W/ 2x BRG WALL W/ ROOF LINE TO BOTTOM OF SILL 2x BASE PLATE W/ 12d PLATE ATTACH PER SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER 2x8 MIN. SPF #2 @6" ATTACH PER NAILING H2.5 EA. SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) ARCHS O.C. - SEE FRAMING SCHEDULE OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE SEE PLAN FOR IPRE-ENGINEERED PLAN FOR MORE INFO. FROM EA. END - USE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF `. SIMPSON LUS26. USE FRAMING PLAN FOR EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL :. 2x4 BLOCKING — MASONRY WALL PER ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SHEATHING PER BETWEEN STUDS W/ (2) 12d TOE NAILS =R PLAN SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 DETAIL WF10/D4 EACH END C MIN. (4) 16d NAILS TO CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER t EACH STUD (AT EACH HORIZONTAL 100) - 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 1 1 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 1 2x BLOCKING W/ (2) 1AdANAILING SCHEDULE MASONRY WALL AND 3/4" FLOOR SHEATHING TOENAILS EACH ENDFLOOR TRUSS PER FRAME WALL V. ATTACHED PER (2) 2x4 #2 SYPPLAN 2x8 #2 SYP P.T. SILL ATTACH SHEATHING 2x8 #2 SYP P.T. SILL NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING w/ SIMPSO PLATE w/ 1/2" EPDXY TO BOTTOM PLATE PLATE W/ 1/2" EPDXY BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT OR W/ (1) ROW 8d NAILS ANCHOR BOLT OR HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" ,: @ 3" O.C. J -BOLT W/ MIN. 7" ; USE (4) 10d & (2) 10d NAILS. UNDER SEE PLA" EMBED. @ 32" O.C. & 3" EMBEDMENT @ 32" SEE PLAN NAILS. UNDER WINDOW JAMBS ONLY FROM EA.END SHEATHING TO O.C. & 3" FROM EACH E ARE WINDOW JAMBS USE 2 STORY INTERIOR BEARING WALL 4 OVERLAP BOTTOM END a. z (2) 2x6 w/ HUC26-2. } SEE ARCHS FOR PLATE 1 1/4" (MIN.) ° LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D INTERIOR FINISH a ° TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG °FF I 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 f EXT. FINISH PER PLAN ON WOOD USE HGA PLAN PLAN ARCHS CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fi7Sj _ SECTION @ COMBO TRUSS �FOWALL SPLICE DETAILS fiF1' SECTION @ OPEN TO ABOVE 1/2"=1'-0" — HANGER BY OTHERS EXTERIOR SHEATHING 2nd STORY WALL FROM TOP OF WALL ROOF LINE TO BOTTOM OF SILL 2x BASE PLATE W/ 12d PLATE ATTACH PER — TRUSS PER PLAN NAILING SCHEDULE #2 SYP CONT. ROOF SHEATHING — ATTACH PER NAILING H2.5 EA. LEDGER W/ (2) Y4"x3-1/2" ISIMPSON I SCHEDULE SEE FLOOR FRAMING TRUSS (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" 3-172" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED I2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE LCESS SDS WOOD SCREWS @ LEDGER INTO LUS26-2 FOR 2PLY (TRUSS. VERIFY W/' 16 O.C. MAX. & 3„ TRUSS SHOP FROM EA. END -USE (3) TRUSS (DRAWINGS— SCREWS FOR 24” O.C. I_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. (AT 4)1A. 6dN I S) 604 LEDGER @ LOW ROOF 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W1 Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — 2 2x HEADER SEE - MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS II 2nd STORY WALL PRE-ENGINEERED — ROOF LINE LI, 2x BASE PLATE W/ 12d TRUSS PER PLAN FLOOR I2x6 #2 SYP CONT. NAILING SCHEDULE ROOF SHEATHING LEDGER W/ (2) Y4"x3-1/2" ATTACH PER NAILING SEE FLOOR FRAMING IMPSON H2.5 EA. I ITRUSS SDS WOOD SCREWS @ _ SCHEDULE I 16" O.C. MAX. & 3" SEE PLAN FOR IPRE-ENGINEERED TRUSS DIRECTION FROM EA. END - USE & MORE INFO TRUSSES ARE LCESS (3) SCREWS FOR 24" SIMPSON LUS26. USE FRAMING PLAN FOR LEDGER INTO O.C. LUS26-2 FOR 2PLY CONNECTION DETAIL TRUSS. VERIFY W/ — MASONRY WALL PER TRUSS PLAN RUSS SHOP 16d NAILS = =R PLAN !DRAWINGS Lam_ U 2x8 SYP #2 LEDGER WI TRUSSES PER PLAN C O.S.B. TO OVERLAP C MIN. (4) 16d NAILS TO WALL BRACING @ 48 „ C (MIN.) O.C. MAX. 45° FROM [ EACH STUD (AT EACH HORIZONTAL 100) - OPT. TRUSS RECESS LEDGER IDE OF T. USE (4) s6d 1 1 NAILS) 603 LEDGER @ OPEN TO BELOW NOT USED I2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE LCESS SDS WOOD SCREWS @ LEDGER INTO LUS26-2 FOR 2PLY (TRUSS. VERIFY W/' 16 O.C. MAX. & 3„ TRUSS SHOP FROM EA. END -USE (3) TRUSS (DRAWINGS— SCREWS FOR 24” O.C. I_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. (AT 4)1A. 6dN I S) 604 LEDGER @ LOW ROOF 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W1 Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — 2 2x HEADER SEE - MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEAT'H'ING IS STOPPED BELOW 2nd STORY WALL EXTERIOR SHEATHING ROOF LINE FROM TOP OF WALL 2x BASE PLATE W/ 12d TO BOTTOM OF SILL FLOOR PLATE ATTACH PER SYSTEM BELOW NAILING SCHEDULE ROOF SHEATHING PLYWOOD FLOORING ATTACH PER NAILING SEE FLOOR FRAMING IMPSON H2.5 EA. I ITRUSS PLAN FOR MORE INFO SCHEDULE AT OPENING LARGER THAN 4-2 ATTACH TOP PLATE TO HEADER WITHLSTA12 BENT OVER GIRDER BELOW SEE PLAN FOR IPRE-ENGINEERED TRUSS DIRECTION TRUSS PER PLAN I I r+ NOT USED I2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE LCESS SDS WOOD SCREWS @ LEDGER INTO LUS26-2 FOR 2PLY (TRUSS. VERIFY W/' 16 O.C. MAX. & 3„ TRUSS SHOP FROM EA. END -USE (3) TRUSS (DRAWINGS— SCREWS FOR 24” O.C. I_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. (AT 4)1A. 6dN I S) 604 LEDGER @ LOW ROOF 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W1 Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — 2 2x HEADER SEE - MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEAT'H'ING IS STOPPED BELOW 2nd STORY WALL O.C. w/ EXT. SHEATHING ROOF LINE _ 2x BASE PLATE W/ 12d BOTTOM OF TRUSS/ FLOOR — 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD — 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING LSTA18 STRAPS ARE PLAN FOR MORE INFO REQ'D FROM STUDS TO AT OPENING LARGER THAN 4-2 ATTACH TOP PLATE TO HEADER WITHLSTA12 BENT OVER GIRDER BELOW SEE PLAN FOR SEE LD02/SD4 FOR TRUSS DIRECTION MORE INFO IF & MORE INFO TRUSSES ARE FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL I — MASONRY WALL PER W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d PLAN < p EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM ' � % 3/4"=1'-0" SHEATHING CONT. TO (+/- 2x #2 SPF STUDS @ 16" 2nd STORY WALL O.C. w/ EXT. SHEATHING BOTTOM PLATE FROM TOP OF WALL TO ATTACH PER NAILING BOTTOM OF TRUSS/ SCHEDULE GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL t 0 SHEATHING ISN'T CONT. LSTA18 STRAPS ARE „ 1/2 THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR REQ'D FROM STUDS TO AT OPENING LARGER THAN 4-2 ATTACH TOP PLATE TO HEADER WITHLSTA12 BENT OVER GIRDER BELOW W Z SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE I DIAGONAL, FASTEN W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d TO DIAGONAL W/ (2) u < p 16d NAILS = H U TRUSSES PER PLAN C O.S.B. TO OVERLAP C BOTTOM PLATE 1 1/4" WALL BRACING @ 48 „ C (MIN.) O.C. MAX. 45° FROM [ 2x LEDGER TO UPPER HORIZONTAL 100) - IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM ' � % 3/4"=1'-0" SHEATHING CONT. TO (+/- 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF a SHEATHING TO 1= t 0 BLOCKS W/ 8d NAILS @ 6" O.C. C „ 1/2 THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR u AT OPENING LARGER THAN 4-2 ATTACH TOP PLATE TO HEADER WITHLSTA12 BENT OVER U W Z 0 (5) 16d NAILS BRACE I 19 TO BLOCKING c - PROVIDE 2x4 BRACE TO EACH ADJACENT C I DIAGONAL, FASTEN W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d TO DIAGONAL W/ (2) u < p 16d NAILS = H U TRUSSES PER PLAN C O.S.B. TO OVERLAP C BOTTOM PLATE 1 1/4" WALL BRACING @ 48 „ C (MIN.) O.C. MAX. 45° FROM [ 2x LEDGER TO UPPER HORIZONTAL 100) - E-- i i 1 i 1 i 0 > C) 1 1 1 1 1 - i 2x BEARING WALL FLOOR 3- OO WALL SIMPSON/BRACE NOT REQUIRED m W WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. Q F1 BRACING @ 2 STORY FRAME WALL ° J 1 -1-0 �,�ee11S�lFl//�� uj 0) Ll 0o '. •« ,� f • !� J ' • �', cc., Z pU Z—fc-) 00(2) 2x SPF TOP = � � ti .� ®� � � Q J Q e J a, Q 2 F- 'S p LU • lii N • Z O ZQ Z ..... a 0 ca W aU 2 Y.. t O O a� Z O 17)O lla Lu U) U Z p � 10 C) W 06 Q Q LL Z O -� <C)Z ° 0 0 ya,, M�� D6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 SEE FOUND. PLAN FOR FTG. REQ. I I 16 PLATES U.N.O. J Z �t t 0 A „ 1/2 THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4-2 ATTACH TOP PLATE TO HEADER WITHLSTA12 BENT OVER (2) 2x HEADER W Z F— SEE FLOOR PLAN I I W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 1 < p LU LU 1 FOR MORE INFO NAILS INTO HEADER 1 1 1 SEE CHART FOR REQUIRED JACKS KINGS # OF STUDS TO MATCH 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 4 1 1 1 BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 1 1 1 BOTTOM OF FLOOR SYSTEM 1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 O E 2x STUDS SEE PLANSTUDS ; SOLID BLCOKING'WITHIN FLOOR SYSTEM - E ARE 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. 1 z O 1 1 TO ALIGN W/STUDS 1 m 1 1 1 BELOW 1 1 O O F- M 00 11 1 1 1 (9 T_Z 1 B w Z J 1 1 1 1 1 1 1 SOW 1 1 1 1 1 Wl0 1 1 1 2x SPF BASE 1 0000 1110 PLATE S 04 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 F— W KNEEWALL OR BEAM 5- o Q z LU O (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 C� 1 1 1 1 (2) 2x HEADER 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 2x STUDS SEE PLAN w STUDS ABOVE ARE TO B 4)1 ALIGN W/ STUDS BELOW I I STRUCTURAL ENG CFG/BAD DRAFTING: 1 1 Ioe 1 1 1 1 i H ' 2x P.T. BASE PLATE ' ' ' SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 QC CHECK: 1 D6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 SEE FOUND. PLAN FOR FTG. REQ. I I 1 = J Z �t t 0 A „ 1/2 THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4-2 ATTACH TOP PLATE TO HEADER WITHLSTA12 BENT OVER W Z F— MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < p LU LU NAILS INTO HEADER IF PORTIONS OF THIS WALL O SEE CHART FOR REQUIRED JACKS KINGS # OF STUDS TO MATCH �U/J IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 4 BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO Z BOTTOM OF FLOOR SYSTEM 0 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 O E UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING'WITHIN FLOOR SYSTEM - 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z O m Z O O F- M 00 11 p (9 T_Z w Z J O z SOW Wl0 1 0000 1110 S 04 WO J Z o F— W 5- o Q z LU O Fn I— Q p C� U-1 w H STRUCTURAL ENG CFG/BAD DRAFTING: (� i H -STRUCT: TNT _I QC CHECK: CC u11_niNG JOB No. TM 2152729 , WSCALE: - _ -- _-- AS INDICATED t DATE: 07/26/2016 � L,x�Uf�= U) D6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD (3) 2X12 MIN. (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 Q LEDGER TO STUD PACK J LINE UP 2xJOIST IN z 3 LINE WITH MIDDLE STANDARD O 2X12 w 2x12 STRINGER TO BE STRINGERS W/ SIMPSON A35 / A34 UTILIZED AS BLOCKING LU CLIP TO FLOOR Z SYSTEM & LANDING c O FRAMING 2xJOISTS @ LANDING 0 @ 16"O.C. W/ SIMPSON N F5 A35 OR LUS26 HANGER O of z ON EACH SIDE I_ w W op LO Q d 6„ MIN. o w 10 p \zz O L7 z (2) 2x BEAM PER 2xJOIST (P.T. IF m j SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO LLJ END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT = 9 Q STRINGERS TOMID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAMTO MATCH JOIST NAILS @ 16" O.C. MAX. Z LL TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" Z BUILT UP COLUMNS x 3 1/2" TITENS 16" .TOENAILS EACH END @ `ores ��►ra w M BELOW O.C. MAX. FOR w �� ✓✓✓✓e �p A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRYWALL> 10"MIN. o ,�E, ,,, bs��fo,,Is Uj o SEE SCHEDULE FOR MAX WIDTH OF LANDINGco w ' •• 0 • s✓ Ga J z MIN. (3) 2x SYP #2 _ U rr O W +� Q CU ,fl = ` to 's, J �► p °r M w STUDS REQ'D @END , OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB p' Z SEE PLAN FOR DEPTH � e••• •••••• ;•• � Q 16d NAILS FROM SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL ••�� * } O PER GENERAL FLOOR O �[ �r m tJi PFS ��'� PACK CONSTRUCTION 'rJ►ia�a9ri`�' J J NOTES Q 2 MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING 4 DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER O✓ SYP #2 STRINGERS W/ MASONRY WALL) GENERAL QN SIMPSON A34 / A35 CONSTRUCTION O U 0 CLIP TO FLOOR z NOTES [] } Z SYSTEM &LANDING Q z 16" O.MAX C. �' FRAMING L-:� BEAM @ END OF Q 4 0 LU U_ LANDING PER c� • a ' SCHEDULE w. 0 Q U�.,'s�C� ami O� U SEE PLAN FOR MASONRY WALL OR w'' WOOD WALL 0 0 � SIMPSON A35 B B CONNECTIONS p m MASONRY WALL OR FRAME WALL BEYOND d (2) 2x BEAM PER 2x JOIST (P.T. IF w SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO 0 z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM p� TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d G� CROSS S /` M rl U CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. F - TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" 0 � BUILT UP COLUMNS x 3 1/2" TITENS @ 16" 06 BELOW O.C. MAX. FOR vai J g STRINGERS TO BE w < A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING O ` z� z 1J SEE SCHEDULE FOR MAX WIDTH OF LANDING 0 W 0 (3) 16d TOENAILS \ ST02 NOT USED v Z a BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING OF WMR & ASSOCIATES, LLC is strictly prohibited. RISE OF STEPS AND 2x8 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH (2) 2x12 @ 3" O.C. TOP AND 6'-0" (1) 2x12 (1) 2x8 BOTTOM CHORD 4'-0" w -JOIST PER FRAMING (3) 2x12 2x8 IN PLAN W/ SQUASH 11'-01, (2) 2x12 BLOCK OR 6'-0" (1) 2x12 (1) 2x8 BEAM/FLOOR TRUSS 4'-0" PER PLAN (3) 2x12 2x8 V-0" (2) 2x12 PENDING LANDING \ 10'-0" HEIGHT AND PLAN 2x6 4'-0" LAYOUT. HEADER (3) 2x12 WITHIN SUPPORT V-0" (2) 2x12 WALL COULD BE 7'4" 91-011 REQUIRED. SEE PLAN 2x12 STRINGERS ONE 5'-0" FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @ MID -SPAN SUPPORT A 2x8 9'-0" INFORMATION. A34 @ EA. STRINGER 7'-0" 8._011 TO LANDING 2x6 5'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I 9.-0" ATTACHING TO I I I I 7'-0" MASONRY WALL) CONT I I I 2x6 LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I 6'-0" NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I 8'4" TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN 1 1 1 1 5'-0" 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 2x6 - 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 X X NAILS HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING OF WMR & ASSOCIATES, LLC is strictly prohibited. (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" w (3) 2x12 2x8 8'-0" 11'-01, (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 V-0" (2) 2x12 2x6 6-011 10'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 V-0" (2) 2x12 2x8 7'4" 91-011 (1) 2x12 (1) 2x8 2x6 5'-0" V21' (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8._011 (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" 2x4 CONT. TOP PLATE 6'-0" (2) 2x12 2x8 8'4" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-011 (1) 2x12 (1) 2x8 2x6 6-0" BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1)2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) EQUALLY PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" N.T.S. # 1 6 - 2 2 0 8 w p W CO -. - -- SCALE: AS INDICATED - DATE: 07/26/2016 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U 6ui w = W Q Z V21' 0 OIL SEE ARCH PLAN I 2x4 CONT. TOP PLATE V MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z STUDS W/ (2) 16d TOE < W 2x4 #2 SPF STUDS X X NAILS 0= W ' 11 @ 24" O.C. 2x4 SILL PLATE W/ (2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, 0 --� 2x6 VERTICAL @ 6-0 10d NAILS @ 4" O.C. � 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U O.C. MIN. AND @ ANY (NOTCHED @ 2x6 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND Q OPENING W/IN VERTICAL LOCATIONS). TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) z HANDRAIL NOTCH SILL PLATE p KNEEWALL FOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING a TO ALLOW VERTICAL - 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO O z Im NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ANY OPENING Q 00 Z 2x4 CONT. TOP PLATE 11 (ATTACH TOP PLATE F- 00 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z Z DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4' x 3" WOOD SCREWS 3 1/2" TOE NAILS Z — 0 SECTION X-XDS N.T.S.NTs EQUALLY w 0 w J SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p U 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Q ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE N O STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE ATTACHED TO TRUSS _ 0 ap 0 NAILS NAILSSEE ( BELOW (OTHERWISE I-��• N w 2x4 #2 SPF STUDS @ ARCH PLAN ATTACH W/ (2) 12d 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR ( TOENAILS @ BOTTOM) 0 0 ,-j Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @_Mp X X I- .J W W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) w W �- 0 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. O n Q O = ACCOMMODATE 2x � CONT. BRACE & 10d (n Q 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO p 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. _- FLOOR SHEATHING U) 0- W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 °" LU O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG /BAD TO SLIDE DOWN TO W/ (2) /a x3 SDS I— DRAFTING ---- -- - (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY j STRAP (1 EA. SIDE OF SPACED &CENTERED -STRUCT: TNT STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND - IN TRUSS 0 -- TO TRUSS W/ (3) Ya" x 3' L-BRACE @ 6'-0" O.C. & _j Q QC CHECK. CC JOB -_ No. - -- - TM - 2152729 FLOOR BEAM CONDITION ANY OPENING c FLOOR BEAM SEE SDS WOOD SCREWS @ �� r7 H BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1)2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) EQUALLY PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" N.T.S. # 1 6 - 2 2 0 8 w p W CO -. - -- SCALE: AS INDICATED - DATE: 07/26/2016 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.