Loading...
HomeMy WebLinkAbout281 Big Spring Ter 16-2350 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICgTIONS MONO FOOTING, ALUMINUM OVER 24 SUB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 80 GAL. ELECTRIC W.H., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. LOT 182 - THORNBROOKE 40 's DARLINGTON - 2585 - ELELEV.ifA" GARAGE RIGHT TAYLOR MORRISON GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.CR - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL TWICKNE66 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT WAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. TWE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN V2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO TWE GARAGE SIDE. GARAGES BENEATH HABITABLE RD" SWALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT (LESS THAN 518 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. "IRE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112 INCH (12.1 mm) GYPSUM BOARD . •"'°'° OR EQUIVALENT IN ACCORDANCE WITH PB.CR - 5TW EDITION (2014) R1023.5. 26002.181 CAD FILE NAME LOT 182 EXTERIOR FINISHES: ISSUED 07-27-16 INSTALLATION OP EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 5TW EDITION (2014) RR103b.1 AND A6TM C 1063. ALL LATW AND LATH REVISED ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 118 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 WAS, OR AS OTHERWISE APPROVED. TWICM86 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 5TW EDITION (2014) R103bl AND ASTM C 926. PER FB.CR 5TH EDITION (2014) R103h 2.I WEEP 6CREEDS SHALL BE A MINIMUM N0.26 GALVANIZED SWEET GAUGE CORRO61ON-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARKER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FBC.R 5T4 EDITION (2014) R103b3 WATER RI SIVIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING: SHALL INCLUDE A WATER RESISTIVE VAPOR PERI"EABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F5 -CR 57H EDITION (2014) R103bb OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06.(1.11.41 TWRJ 1.11.4:4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SR AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL. JOINTS SHALL NOT EXCEED 16 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 TO L A CONTROL JOINT $WALL 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. EGRESS: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIESWITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST WAVE A MAXIMUM REDRAWN NOTES PLAN REVISIONS DRAWING INDEX OPENING HEIGHT OF44" ABOVE FINISH FLOOR LINE OF TWAT PARTICULAR ROOM SLASHING: r. A- -f I. FLASHING 614ALL BE INSTALLED AT WALL AND ROIL INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND DAVIS BEWS COV - GENERAL NOTES, INDEX SPECIFICATIONS ROOF OPENINGS. DESIGN GRIDVP 01-21-16 CREATED LOT SPECIFIC PLAN FOR LOT 182 IN ► 2. APPROVED CORROSION-RES167ANT FLASHING SHALL BE APPLIED SHINGLE FASHION N 5JCH A MANNER AS, TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR ' ELEVATION "A" PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE PLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED LW srwTE >Asr THDRI`LEDRDOKE 40 s, 1 - S LAB INTERFACE PLAN COMION_RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103B. OL 3� GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: es . 9Q5 .,300 MOL FRONT DOOR GLASS INSERT, DEN, 91 FT. 2A1 - MAIN FLOOR PLAN N OTE S WINDOW INSTALLATION: „tea y POCKET SLIDER AT FAMILY ROOM (6) CEILING 1. WINDOWS SWALL BE INSTALLED AND FLASHED N ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE TAiVSt'A L7EWVM PAN PRE-W15E AND (4) RECE56ED CAN 2A2 MAIN FLOOR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. LIGHTS AT LOFT. n NOTES n DWELLINGS: /GARAGE OPENING 2 B 1 - UPPER F LOO R PLAN I V OTE S THE OPENING: BETWEENTHE GARAGaE AND LIVING AICA SHALL BE EQUIPPED WITH SOLID WOOD DOGS NOT LESS THAN 1318" IN THICKNESS, SOLID CORE (5.C.1 OR HOWYCo B (� a:"NO FIRS RATED 50f+IT REQUIRED II CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. � J � � 2 B 2 UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: cm 2 C �" INTERIOR E L E Y ATI iJ N S STAIR SECTION, DETAIL�7 PLAN M££T$ OR EXCEEDSFEMAFLOOD FINISHED GARAGE FLOOR£LEVATION.r ASPHALT SHINGLES (IF APPLICABLE) " 3 A 1 - FRONT ELEVATION 1, WIND RIESISTANCE OF ASPHALT SHINGLES. - ASPHALT 614INGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION Ml h AND R91?J5.2b.1. 2. ASPHALT SHINGLES SWALL 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� • '�r 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, W � "w �,•** • , '�`i/� >� 3A2 - E L EVATIfJ N S ROOF PLAN BU I LD I N SECTION ASTM D 4%% TYPE 11 OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R9051.1. FOR ROOF SLOPE$ FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL r r (4:12) AND GREATER ONE LAYER a UNDMAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED N ACCORDANCE WITH SECTIONw . �. t, � • �. � 3A3 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) 0c3A4 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TW EDITION (2014) R9003 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR r'�,� d •'"'•�.. 0 �5 WITH SECTIONTIONS Or KWRI FLORIDA HIGH WIND R3012.13 OR HE i�C"DVATMS OF R45118�, in OR 120. REQUI ED UNDRETE AND CLAT ROOF TILE INSTALLATION RF.13-C.R. - 5 NWEDITION (20ION 1 47 RW533 SINAL CONFTHE vm 16 IORM WITH P 226 TYPE 4A - MAIN FLOOR ELECTRICAL PLAN 11; ASTM D 2616, TYPE 11; OR ASTM D 1910 OR A61M D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH MA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAm IS DETERMINED IN ACCORDANCE WITH SECTION 830113 OR THE RECOMMENDATIONS cem 4B - UPPER FLOOR ELECTRICAL PLAN OFRA5116,IIS 0R120. CHIMNEY HEIGHT REQUIREMENTS (F APPLICABLE) 1. WHEN STANDARD OR OPTIONAL. FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WWEBE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1610'-0" AWAY OR CLOSER, Ln TUB AND SHOWER AREAS: 1wmq I. CEMT, FIBER -CEMENT, OR GLASS MAT GYPSIM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A61M CM, C525, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 0 r1t,00 I PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SWALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A RECORD COPY TREATMENT CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PH AND THE SLEEVE. NO TER11TICIDES $HALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAT AND M41RTES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS, FOR $PRAY HEADS, AND ROOF DOWNSPOUTS SWALL DISCWARGE AT F. 0 LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH SAVE$ OF LEGS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 57 MECHANICAL AND HVAC: REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FINISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS, PLAN SET AT THE TIME OF APPLICATICN FOR PERMIT. rN w PLANS EXAMINER 1. MECHANICAL APPLIANCES SHALL BE ACCES815LE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVNG PERMANENT CONSTRRUCTION, OTHER APPLIANCES, q -15 -Ke OR ANY OTHER PIPINGS OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED SERVICED, RIEPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DATE (162 mm) PEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.0 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING: THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.48 mm) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 4. POUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE TWE FINISHED GRADE AND SHALL ALSO CONPORI'1 TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSNG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING SIT WILL LICENSE TO PROCEED WITH THE WORK AND NOT AS OCCUR AS A RRESUI.T OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. MSE PANS SWALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SECTIONS Mi4113. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 0 THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST PANS AND VENTING., REQUIRING A CORRECTION OF ERRORS IN PLANS, 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CONSTRUCTION OR VIOLATIONS OF THIS CODE SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR ISM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS $HALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. COMPACTION TEST ...�..... 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT $HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • REQUIRED MAXIMUM LENGTH OF THE DUCT $HALL BE REDUCED 2b FEET (102 mm) FOR EACH 4b DEGREE (0.15 RAD) BEND AND 5 FEET (1524 mm) FOR EACH IN DEGREE (Ib RAD) BEND. THE Results to be Verified MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 8006TER FAN 15 INSTALLED AND LISTED AND 2585 at Slab inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TIRANVION DUCT, SWALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER PAN MANUFACTURER'S INSTALLATION INSTRUCTIONS: WHERE A CLOTHES DRYER 50061ER PAN 15 INSTALLED AND NOT READILY ACCESSIBLE I" THE ROOM IN WHICH THE DRYER 15 LOCATED, A PEWANENT IDENTIFYING LABEL NAL L REQ PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER # 1 6 - 2 3 5-0 EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER PAN." E St-IEET E 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. L NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM NIS DRAFTER'S OFFICE SHALL. NOT RELIEVE THE BUILDER OF RESPM151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO SP��P OF O APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BRM WT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR COMCTION BEFORE COMMENCEMENT OF ANY C(�NSTRRUCTION CORRECTION / REVISIONS. ANY oFPARA REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. "••� �SHEE'• • SHEET • REV. 10-14-205 x w C v r� Qc�a �a"Sh0 t c mN� CI�� ti. > .Ja 6 LLm 00 VN,- o C 00 3� E 1 jL- 0 01 00� STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06.(1.11.41 TWRJ 1.11.4:4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SR AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL. JOINTS SHALL NOT EXCEED 16 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 TO L A CONTROL JOINT $WALL 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. EGRESS: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIESWITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST WAVE A MAXIMUM REDRAWN NOTES PLAN REVISIONS DRAWING INDEX OPENING HEIGHT OF44" ABOVE FINISH FLOOR LINE OF TWAT PARTICULAR ROOM SLASHING: r. A- -f I. FLASHING 614ALL BE INSTALLED AT WALL AND ROIL INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND DAVIS BEWS COV - GENERAL NOTES, INDEX SPECIFICATIONS ROOF OPENINGS. DESIGN GRIDVP 01-21-16 CREATED LOT SPECIFIC PLAN FOR LOT 182 IN ► 2. APPROVED CORROSION-RES167ANT FLASHING SHALL BE APPLIED SHINGLE FASHION N 5JCH A MANNER AS, TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR ' ELEVATION "A" PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE PLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED LW srwTE >Asr THDRI`LEDRDOKE 40 s, 1 - S LAB INTERFACE PLAN COMION_RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103B. OL 3� GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: es . 9Q5 .,300 MOL FRONT DOOR GLASS INSERT, DEN, 91 FT. 2A1 - MAIN FLOOR PLAN N OTE S WINDOW INSTALLATION: „tea y POCKET SLIDER AT FAMILY ROOM (6) CEILING 1. WINDOWS SWALL BE INSTALLED AND FLASHED N ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE TAiVSt'A L7EWVM PAN PRE-W15E AND (4) RECE56ED CAN 2A2 MAIN FLOOR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. LIGHTS AT LOFT. n NOTES n DWELLINGS: /GARAGE OPENING 2 B 1 - UPPER F LOO R PLAN I V OTE S THE OPENING: BETWEENTHE GARAGaE AND LIVING AICA SHALL BE EQUIPPED WITH SOLID WOOD DOGS NOT LESS THAN 1318" IN THICKNESS, SOLID CORE (5.C.1 OR HOWYCo B (� a:"NO FIRS RATED 50f+IT REQUIRED II CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. � J � � 2 B 2 UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: cm 2 C �" INTERIOR E L E Y ATI iJ N S STAIR SECTION, DETAIL�7 PLAN M££T$ OR EXCEEDSFEMAFLOOD FINISHED GARAGE FLOOR£LEVATION.r ASPHALT SHINGLES (IF APPLICABLE) " 3 A 1 - FRONT ELEVATION 1, WIND RIESISTANCE OF ASPHALT SHINGLES. - ASPHALT 614INGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION Ml h AND R91?J5.2b.1. 2. ASPHALT SHINGLES SWALL 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� • '�r 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, W � "w �,•** • , '�`i/� >� 3A2 - E L EVATIfJ N S ROOF PLAN BU I LD I N SECTION ASTM D 4%% TYPE 11 OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R9051.1. FOR ROOF SLOPE$ FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL r r (4:12) AND GREATER ONE LAYER a UNDMAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED N ACCORDANCE WITH SECTIONw . �. t, � • �. � 3A3 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) 0c3A4 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TW EDITION (2014) R9003 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR r'�,� d •'"'•�.. 0 �5 WITH SECTIONTIONS Or KWRI FLORIDA HIGH WIND R3012.13 OR HE i�C"DVATMS OF R45118�, in OR 120. REQUI ED UNDRETE AND CLAT ROOF TILE INSTALLATION RF.13-C.R. - 5 NWEDITION (20ION 1 47 RW533 SINAL CONFTHE vm 16 IORM WITH P 226 TYPE 4A - MAIN FLOOR ELECTRICAL PLAN 11; ASTM D 2616, TYPE 11; OR ASTM D 1910 OR A61M D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH MA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAm IS DETERMINED IN ACCORDANCE WITH SECTION 830113 OR THE RECOMMENDATIONS cem 4B - UPPER FLOOR ELECTRICAL PLAN OFRA5116,IIS 0R120. CHIMNEY HEIGHT REQUIREMENTS (F APPLICABLE) 1. WHEN STANDARD OR OPTIONAL. FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WWEBE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1610'-0" AWAY OR CLOSER, Ln TUB AND SHOWER AREAS: 1wmq I. CEMT, FIBER -CEMENT, OR GLASS MAT GYPSIM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A61M CM, C525, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 0 r1t,00 I PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SWALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A RECORD COPY TREATMENT CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PH AND THE SLEEVE. NO TER11TICIDES $HALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAT AND M41RTES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS, FOR $PRAY HEADS, AND ROOF DOWNSPOUTS SWALL DISCWARGE AT F. 0 LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH SAVE$ OF LEGS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 57 MECHANICAL AND HVAC: REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FINISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS, PLAN SET AT THE TIME OF APPLICATICN FOR PERMIT. rN w PLANS EXAMINER 1. MECHANICAL APPLIANCES SHALL BE ACCES815LE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVNG PERMANENT CONSTRRUCTION, OTHER APPLIANCES, q -15 -Ke OR ANY OTHER PIPINGS OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED SERVICED, RIEPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DATE (162 mm) PEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.0 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING: THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.48 mm) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 4. POUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE TWE FINISHED GRADE AND SHALL ALSO CONPORI'1 TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSNG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING SIT WILL LICENSE TO PROCEED WITH THE WORK AND NOT AS OCCUR AS A RRESUI.T OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. MSE PANS SWALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SECTIONS Mi4113. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 0 THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST PANS AND VENTING., REQUIRING A CORRECTION OF ERRORS IN PLANS, 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CONSTRUCTION OR VIOLATIONS OF THIS CODE SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR ISM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS $HALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. COMPACTION TEST ...�..... 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT $HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • REQUIRED MAXIMUM LENGTH OF THE DUCT $HALL BE REDUCED 2b FEET (102 mm) FOR EACH 4b DEGREE (0.15 RAD) BEND AND 5 FEET (1524 mm) FOR EACH IN DEGREE (Ib RAD) BEND. THE Results to be Verified MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 8006TER FAN 15 INSTALLED AND LISTED AND 2585 at Slab inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TIRANVION DUCT, SWALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER PAN MANUFACTURER'S INSTALLATION INSTRUCTIONS: WHERE A CLOTHES DRYER 50061ER PAN 15 INSTALLED AND NOT READILY ACCESSIBLE I" THE ROOM IN WHICH THE DRYER 15 LOCATED, A PEWANENT IDENTIFYING LABEL NAL L REQ PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER # 1 6 - 2 3 5-0 EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER PAN." E St-IEET E 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. L NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM NIS DRAFTER'S OFFICE SHALL. NOT RELIEVE THE BUILDER OF RESPM151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO SP��P OF O APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BRM WT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR COMCTION BEFORE COMMENCEMENT OF ANY C(�NSTRRUCTION CORRECTION / REVISIONS. ANY oFPARA REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. "••� �SHEE'• • SHEET • REV. 10-14-205 Hat HB,+ EL PITCH 13'-8" TAYLOR MORR16ON USES BORA-CAFE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SWTERRANEAN TERMITES * * * * * G.G. VERIFY THAT DECO DRAW 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * Ir k rob a- -- L-- - DAMS BEWS DESIGN GRM U o ffi'l'.0% rt -_y.... 0J.hW if u N• '� � as 6 �.*�Jc `L ° j• fl �h O -j C E L:mII N 0 cc�C z v ;r;9%7 t '-�-5m � a.. - GAL PITCH III�'� o i i C.1. 3A2 l�( * G.G. VERIFY ;" -- _CJ. __ _ __________________rt____________ ----____-- PROVIDE WATER �, PITCH ON LANAI ON LANAI REFERENCE LINE FOR ICE MAKER ,�� ei- TO DRAW i 9.8 " ELEVATION w 0'-0" ' -P ------------- t. B" r ATE: -; PAVER DRIVE LEAD WALK e.. ALL SLAB ANGLES AFRE AT 45' IUNOJ I i 28'-9" T.I" 14"-411 1'.3 2'-5" 4" P.Y.C.. II AIR HANDLER 3/4" RECESS LINES FROM �n i 4 FOR ENTRY OR 3/4" CONDENSATION UPPER FLOOR I, DRAIN 5Y PLUM5ER � m 3'-0"x3-0" A/C 11 (SEE MECH. 2m'-1 2'-1 1'-8 3-m"s -2 2'-" 8 138 5'•4"PAD CONTRACTOR FOR LOC.) �--'` L SHOVER � 3'-8" r _ _ -ir " _ -1 SEAT :' 3/4" CONDENSATION - A5V. 2'-0" (GESS .---' bt 4" Rz. DRAIN 6Y PLl1MBl=R m rp 0P1. OPT. DRYE WASHER PAVERS II I `Lay.J 5�_b" a ,L` JL i I I n 8" CM.1 WALL ASV. Z=b"— Gl'11,1 WALL ASV. - HB,+ EL PITCH 13'-8" TAYLOR MORR16ON USES BORA-CAFE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SWTERRANEAN TERMITES * * * * * G.G. VERIFY THAT DECO DRAW 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * ' JOB NUMBER 26002 191 ' CAD FILE NAME LOT 182 ISSUED 07-27-18 REVISED k rob a- -- L-- - DAMS BEWS DESIGN GRM U o ffi'l'.0% rt -_y.... 0J.hW if N• '� � as 6 �.*�Jc `L ° j• fl �h O -j C E L:mII N 0 cc�C z v ' JOB NUMBER 26002 191 ' CAD FILE NAME LOT 182 ISSUED 07-27-18 REVISED iNc LSANFORED) �r #16 -2.350 BLAB INTERFACE PLAN_ SCALE: 1/4'-- I' -V' GARAGE RIGHT 77XE SLAB INTERFACE PLAN ' SHEET ' rob a- -- L-- - DAMS BEWS DESIGN GRM LW STATE SMWr EA" CU DSM&% HA UM W77 W. Sr.W .1300 TFL 813.92'5.1800 FAX W W W.DAVISB[sVI►&C:' W TAMPA • M'IrJNEFL ffi'l'.0% rt -_y.... iNc LSANFORED) �r #16 -2.350 BLAB INTERFACE PLAN_ SCALE: 1/4'-- I' -V' GARAGE RIGHT 77XE SLAB INTERFACE PLAN ' SHEET ' ALL EMERGENCY ESCAPE AND REM OPENINGS SHALL COMPLY u111'N 8310 MR PBL -P, - 5tH EDITION (2014). * * * * * * i ----- 1 I 1 i L L_ ---I 341144" A/C 34"x3-01' A/C PAD (SEE MECH. PAD (SEE MECH. CONTRACTOR CONTRACTOR FOR LOC) FOR LOC) UPPER FLOOR -­HANSEN BOX BELOW PRECAST LINTEL TAM. *- APP. AFF. REFER TO SHEETJ2A2FOR MAIN FLOOR PLANDM1ENSION TAM. AFP. 2582 SF. TYPICAL MASONRY k DAVISnSIG GROUP WINDOW SCHEDULE t>so SrAM SrnW EAST' ozosnlAle, Roam 30rr 813.925.1300 TEL 813.926.1800 FAX wwwnhvlsm%vs cot TAWA a ©ENTV ;L �D O��O WINDOW WIDTHS �I ��w� 2011 21" 31" 5311 es"~ am 03 WINDOW CALL -OUTS r� W T 6j cm �7 2611 12 SH 1/2 32 SH 22 SH 32 SH = 3911 O 13 SH 1/2 33 SH 23 51x1 33 SH ILA 16 :m J r O 4+ z ° Q 51" 14 SH 112 34 SH 24 SH 34 SH z 6311 a 15 SH 112 35 514 25 SH 35 5H 3: z 3 112 36 SH 5H 1211 16 5H SH 26 36 * G.C. VERIFY MASONRY OPENIM6 FOR ALL WINDOW5, V) w WINDOW 514*E5 AND INSTALLATION MAY VARY PER O MANUFACTURER AND SnCIFICATIONS. Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE WUNG-SH; CASEMENT- CSMT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND REM OPENINGS SHALL COMPLY u111'N 8310 MR PBL -P, - 5tH EDITION (2014). * * * * * * i ----- 1 I 1 i L L_ ---I 341144" A/C 34"x3-01' A/C PAD (SEE MECH. PAD (SEE MECH. CONTRACTOR CONTRACTOR FOR LOC) FOR LOC) UPPER FLOOR -­HANSEN BOX BELOW PRECAST LINTEL TAM. *- APP. AFF. REFER TO SHEETJ2A2FOR MAIN FLOOR PLANDM1ENSION TAM. AFP. e N�lMQER 26002.191 • CAD FILE NAME LOT 182 ISSUED 07-27-16 REVISED 2582 SF. GARAGE k DAVISnSIG GROUP cr i� t>so SrAM SrnW EAST' ozosnlAle, Roam 30rr 813.925.1300 TEL 813.926.1800 FAX wwwnhvlsm%vs cot TAWA a ©ENTV ;L �D O��O TOTAL SQ. PT. o ��w� es"~ am 03 r� W T 6j cm 66 d !!SS IL . 00 n i1 �' C0 3�E ILA 16 :m r O 4+ z ° e N�lMQER 26002.191 • CAD FILE NAME LOT 182 ISSUED 07-27-16 REVISED Lu c : cin co W - 00N 0aq eel 0 t� Z .J Q co LL qV a d; =Q azc Z ;c, ; 0 re111 0 000 i J �V1LU/NC HATCHING LEGEND USANFORDINSI)LATEWALL #16-2350 • TOTAL LIVING 2582 SF. GARAGE 455 S.P. DAVISnSIG GROUP 139 SF. t>so SrAM SrnW EAST' ozosnlAle, Roam 30rr 813.925.1300 TEL 813.926.1800 FAX wwwnhvlsm%vs cot TAWA a ©ENTV ;L EST. M"4 �y�-- Lu c : cin co W - 00N 0aq eel 0 t� Z .J Q co LL qV a d; =Q azc Z ;c, ; 0 re111 0 000 i J �V1LU/NC HATCHING LEGEND USANFORDINSI)LATEWALL #16-2350 • TOTAL LIVING 2582 SF. GARAGE 455 S.P. LANAI 139 SF. ENTRY I 1 S.P. TOTAL SQ. PT. 3241 SF. MAIN FLOOR PLAN NOTE -S. GARAGE RIGHT E2 585 , • 777LE • MAW FLOOR PLAN NOTES • SHEET • 2AI PMR t0 54EEt 1AI FOR MAIN FLOOR PIAN "0", S ANFo,RD #16 -2350 MAIN FLOOR PLAN DIMENSIONS_ SCALE: 114° : P -o' GARAGE RIGHT x a :r crw M SrAM Bi]t Wr EAST' ate, MMM U677 813 .9= .1300 TFL 813.9''.73.1800 FAX VVWWn&VWBEWSC.CM TAWA + VENVOL �.► FST. 0% rc-s— 0 �.wh° m o a 6 i 'co ° j. ©0� +0 C4 .0 M = f PMR t0 54EEt 1AI FOR MAIN FLOOR PIAN "0", S ANFo,RD #16 -2350 MAIN FLOOR PLAN DIMENSIONS_ SCALE: 114° : P -o' GARAGE RIGHT ' 48 NUMBER 26002191 ' GAD FILE NAME LOT 182 ISSUED 07-27-16 REWSED x a eoM DAVISI . - BEWS DESIGN GPXM crw M SrAM Bi]t Wr EAST' ate, MMM U677 813 .9= .1300 TFL 813.9''.73.1800 FAX VVWWn&VWBEWSC.CM TAWA + VENVOL �.► FST. 0% rc-s— 0 �.wh° m o a 6 i 66 ° j. ©0� +0 C4 .0 M = f +6 �QQ7 TRV��F ' 48 NUMBER 26002191 ' GAD FILE NAME LOT 182 ISSUED 07-27-16 REWSED W cV CL co .*� co ® w r"I O.0V-4¢" � Cc m -� Q LL _o y_ *111 00 0 Toni J F11111111 >7 0 < r • 2585 • 71TLE • MAIN FLOOR PLAN DIMENSIONS . . SHEET .2A2 . eoM DAVISI . - BEWS DESIGN GPXM M SrAM Bi]t Wr EAST' ate, MMM U677 813 .9= .1300 TFL 813.9''.73.1800 FAX VVWWn&VWBEWSC.CM TAWA + VENVOL �.► FST. 0% rc-s— W cV CL co .*� co ® w r"I O.0V-4¢" � Cc m -� Q LL _o y_ *111 00 0 Toni J F11111111 >7 0 < r • 2585 • 71TLE • MAIN FLOOR PLAN DIMENSIONS . . SHEET .2A2 . ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB,C.R - 5tH EDITION (2014) CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 WAS ABOVE THE FINISHED GRAPE 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 PA66AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENIN56 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - 5TH EDITION (2014) 83122 WINDOW FALL MYENTiON DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE FMIREMENTS OF ASTM F 2090 PER FBLR - 5114 EDITION (2014) R392 2030 TEMP. SH. PROVIDE —J 24° H, A/C HD. AT 1' -Su PAN AND DRAIN PLATFORM UNDER AJ11 WALL^ w4.L^ 2 - ;o4o su HD. 14' * EGRESS TYPICAL WOOD FRAME se w DAVIS BEWS DESIGN GROW WINDOW SCHEDULE LW SMM SrArni ~r F.A" ollMMMt, R=M 3W7 813.925.1300 `rpt, 813. 9W. 000 FAX www.DAV9QW% CX W1 TAMPA a ©ENVER r io WINDOW WIDTHS o J�h� 20" 24" 36" 45" 0 m WINDOW CALL -OUTS 6 0j 66 0o O ILs �.V� (D" 2011 0 151$ FJx. 2018 F.G. 3018 F.G. 4015 F.G. = 24" CJ 1820 F6. 2020 Fix. 3020 Ff3. 4020 Fj3. Z`* 0 36" u 1530 5H 2030 5H 3030 5H 4030 5H z45" 0 1540 5H 2040 SH 3040 SH 4040 SH z 60" 1850 5H 2050 5H 3050 5H 4050 5H 1%0 SH 2060 SH 3060 SH 4060 SH 12" G.G. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, Lu WINDOW SIZES AND INSTALLATION MAY VARY PER 8 MANUFACTURER AND SPECIFICATIONS. Z ' REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SIDLE HUNG -5H, CASEMENT- CSMT, OR FIXED GLASS- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB,C.R - 5tH EDITION (2014) CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 WAS ABOVE THE FINISHED GRAPE 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 PA66AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENIN56 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - 5TH EDITION (2014) 83122 WINDOW FALL MYENTiON DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE FMIREMENTS OF ASTM F 2090 PER FBLR - 5114 EDITION (2014) R392 2030 TEMP. SH. PROVIDE —J 24° H, A/C HD. AT 1' -Su PAN AND DRAIN PLATFORM UNDER AJ11 WALL^ w4.L^ 2 - ;o4o su HD. 14' * EGRESS ' JOB NUAfBER 26002.191 ' CAA FILE NAME LOT 182 ISSUED 07-27-16. REIWSEA se w DAVIS BEWS DESIGN GROW C LW SMM SrArni ~r F.A" ollMMMt, R=M 3W7 813.925.1300 `rpt, 813. 9W. 000 FAX www.DAV9QW% CX W1 TAMPA a ©ENVER r io o J�h� 0 m 6 0j 66 0o O ILs �.V� o0iY 4 .�r T� Z`* ' JOB NUAfBER 26002.191 ' CAA FILE NAME LOT 182 ISSUED 07-27-16. REIWSEA w GL co ;Q o Z' 1 QLo ��~� �`�1' •e• ee�'e /� ✓ter � 4 6yee v � a acs <t •U p% QiZL)� r*4 00 o e 2585]. sANF,ojx,D #1 6 2 350 UPPER FLOOR PLAN NOTES GARAGE RIGHT DAVIS BEWS DESIGN GROW LW SMM SrArni ~r F.A" ollMMMt, R=M 3W7 813.925.1300 `rpt, 813. 9W. 000 FAX www.DAV9QW% CX W1 TAMPA a ©ENVER ---+�.q EST.1VM w GL co ;Q o Z' 1 QLo ��~� �`�1' •e• ee�'e /� ✓ter � 4 6yee v � a acs <t •U p% QiZL)� r*4 00 o e 2585]. sANF,ojx,D #1 6 2 350 UPPER FLOOR PLAN NOTES GARAGE RIGHT .......... DAVIS BEWS DESIGN GROUP r! k IM srAM S1RE6r �sr 843. 925. 000 TM 813.9216.1800 FAX ViWWnwvW8EVVS AW Crd J0J)O Jamihap %© flesh 66 ° IL• oo h rLj-j c ,G ap 00 0 Z1* JOB NUMBER 26002.191 • CAD FILE NAME LOT 182 ISSUED 07-27-16 REWSED 0. Nwm co 'r- pip Qr N b Z CV C!cm m � eC r +d= o��Q U o�tz.. 0 0 r*4 ne 000 i T 1�m >07 0 < • e1' 2585 SANFORD #16-2350 UPPER FLOOR PLAN DIMENSIONS 3Cu.. 1/4" 2 1'_0' GARAGE RIGHT ' TITLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP IM srAM S1RE6r �sr 843. 925. 000 TM 813.9216.1800 FAX ViWWnwvW8EVVS AW TA -MPA • 00WAWL 0. Nwm co 'r- pip Qr N b Z CV C!cm m � eC r +d= o��Q U o�tz.. 0 0 r*4 ne 000 i T 1�m >07 0 < • e1' 2585 SANFORD #16-2350 UPPER FLOOR PLAN DIMENSIONS 3Cu.. 1/4" 2 1'_0' GARAGE RIGHT ' TITLE • UPPER FLOOR PLAN DIMENSIONS ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH F5C 8301 ANP TABLE 83015 PER F.BL.R - 5TH EDITION (2014). J. s s s m J. .i. TERS SHALL BE SPACED 501 PHERE CANNOT PASS THROW ZAP ZAILS FOR 5TAIRWAY5 SHALL I CODS FOR THE FULL LENGTH C ,IGHT, FROM A POINT PIRECTLI c THE TOP R15ER OF THE FLIGI DONT DIRECTLY ABOVE THE T RISER HANDRAIL ENDO SHo TURNED OR SHALL TERMINATE POSTS OR SAFETY TERMINAL, WLS ADJACENT TO A WALL 5 A SPACE OF NOT LESS THAN I• IETUM THE WALL AND ?AILS. WUS GRASPABLE HANDRAIL 1EET TYPE ONE OR TYPE TWO V' TRAY CLG. ITER SUITE STAIR SECTION "E: W • 1'-0° zr (We—.1 P. ARCHWAY SCALE: 1/411 a 1'-01 ' X a 10. DAVIS HEWS DESIGN GROW C IM STATE S R=r EAST cumwa,HARDL"1!► mn so. 9w.1300 TEL 813. WO .1801) FAX W W W.OAWMEW&COM TAMPA, • CD1wNMM FAMTO ILY ROOM J0�� r Cf 0n am 6 > � R� If j `6 50 (We—.1 P. ARCHWAY SCALE: 1/411 a 1'-01 ' • NUMBER 26002.191 • CAD RLE NAME LOT 182 ISSUED 07-27-16 REVISED X a 10. DAVIS HEWS DESIGN GROW C IM STATE S R=r EAST cumwa,HARDL"1!► mn so. 9w.1300 TEL 813. WO .1801) FAX W W W.OAWMEW&COM TAMPA, • CD1wNMM 0 J0�� r Cf 0n am 6 > � R� If j `6 jL^ aQ v �n O J co 5 O I c6 12 N `o 1n ZVa • NUMBER 26002.191 • CAD RLE NAME LOT 182 ISSUED 07-27-16 REVISED ILIa: N Nowt/! !F� O .N 0 CV D Z vel C'f C.7 .co Ln 111111 14 0 rvoo 0 (A 0 cem mr 0 0 0 vmmq >7 0 F� • E2585 gVILD/NG SANFFoRD Aq RTC��`,` #1 6 - 2 350 PLAN DETAILS SCALE: 1/4" -- IVI GARAGE RIGHT DAVIS HEWS DESIGN GROW IM STATE S R=r EAST cumwa,HARDL"1!► mn so. 9w.1300 TEL 813. WO .1801) FAX W W W.OAWMEW&COM TAMPA, • CD1wNMM -- EST. 19% ILIa: N Nowt/! !F� O .N 0 CV D Z vel C'f C.7 .co Ln 111111 14 0 rvoo 0 (A 0 cem mr 0 0 0 vmmq >7 0 F� • E2585 gVILD/NG SANFFoRD Aq RTC��`,` #1 6 - 2 350 PLAN DETAILS SCALE: 1/4" -- IVI GARAGE RIGHT INSTALLATION OF EXTERIOR LATHING AND FRAMING 314" APPLICATION REQUIREMENT5 TO BE PER FB.C.R - 5TH EDITION (7014) R103hl AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FaCR - STH EDITION (2014) R103162 AND ASTM C 926. TYF. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND J OR SAND FINISH KEYSTONE SCALE: 3" -11,011 CLEAR OPENING WEIGHTS IN DWELLING NITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE 5ELOW, 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 PER11T OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F= - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 54ALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209.0 PER F.LR - 5TH EDITION (2014) R3122 SHINGLE 12 ROOF? jwroo GJC. VERIFY ALUMINUM OVER b ll% LSFNNQLE 2xb 80 -FASCIA ROOF (TYPICAL) PI.T. HT. PLT. Ht. 4" BANDING (TYP.) L STUCCO L S1UCC0 1�-411 W. x 5'-0" N. DECORATIVE 1=411 W. x V-011 H FINISH FINISH FIXED SHUTTERS DECORATIVE 114 7 7 1? FIXED SHUTTERS LLUM LlldiliS 411 BANDING ,,// (TYP.) 6 12 /SHINGLE 60 SECOND FP. LINE ROOF ROOF SECOND PP. LINE TAM. TAM. S" BANDING=7 S" BANDING 6" BANDING 4" BANDING TEXTURED FNID FINISH 1:1 El E E E E E E 1711717❑1717❑❑ 5ANDING BANDWG �. TEMP. :r MAIN FF. LINE _ _- MAIN FF. LINE GRADE LINE 4" W G.C. VERIFY GLASS GRADE LINE (A55UMED) DOOR SURROUND DMEN OOR FOR FRONT !ASSUMED) F RCS N T ELEVATION- SCALE1/4" . 11 0111 �AdifF� 0�� o #16-2350 ELEVATION "All GARAGE RIGHT 1112" THICK xI DAVIS BEWS DESIGN GROW SW FINISH ,al r J KEY5TM n \ (IF APPLICABLE) 0 w RAISED (c) a3 SAND FINISH own + J. TEXTURED 13ANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING 314" APPLICATION REQUIREMENT5 TO BE PER FB.C.R - 5TH EDITION (7014) R103hl AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FaCR - STH EDITION (2014) R103162 AND ASTM C 926. TYF. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND J OR SAND FINISH KEYSTONE SCALE: 3" -11,011 CLEAR OPENING WEIGHTS IN DWELLING NITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE 5ELOW, 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 PER11T OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F= - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 54ALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209.0 PER F.LR - 5TH EDITION (2014) R3122 SHINGLE 12 ROOF? jwroo GJC. VERIFY ALUMINUM OVER b ll% LSFNNQLE 2xb 80 -FASCIA ROOF (TYPICAL) PI.T. HT. PLT. Ht. 4" BANDING (TYP.) L STUCCO L S1UCC0 1�-411 W. x 5'-0" N. DECORATIVE 1=411 W. x V-011 H FINISH FINISH FIXED SHUTTERS DECORATIVE 114 7 7 1? FIXED SHUTTERS LLUM LlldiliS 411 BANDING ,,// (TYP.) 6 12 /SHINGLE 60 SECOND FP. LINE ROOF ROOF SECOND PP. LINE TAM. TAM. S" BANDING=7 S" BANDING 6" BANDING 4" BANDING TEXTURED FNID FINISH 1:1 El E E E E E E 1711717❑1717❑❑ 5ANDING BANDWG �. TEMP. :r MAIN FF. LINE _ _- MAIN FF. LINE GRADE LINE 4" W G.C. VERIFY GLASS GRADE LINE (A55UMED) DOOR SURROUND DMEN OOR FOR FRONT !ASSUMED) F RCS N T ELEVATION- SCALE1/4" . 11 0111 �AdifF� 0�� o #16-2350 ELEVATION "All GARAGE RIGHT xI DAVIS BEWS DESIGN GROW C ,al r J n \ 0 .19Itim 0 w INSTALLATION OF EXTERIOR LATHING AND FRAMING 314" APPLICATION REQUIREMENT5 TO BE PER FB.C.R - 5TH EDITION (7014) R103hl AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FaCR - STH EDITION (2014) R103162 AND ASTM C 926. TYF. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND J OR SAND FINISH KEYSTONE SCALE: 3" -11,011 CLEAR OPENING WEIGHTS IN DWELLING NITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE 5ELOW, 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 PER11T OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F= - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 54ALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209.0 PER F.LR - 5TH EDITION (2014) R3122 SHINGLE 12 ROOF? jwroo GJC. VERIFY ALUMINUM OVER b ll% LSFNNQLE 2xb 80 -FASCIA ROOF (TYPICAL) PI.T. HT. PLT. Ht. 4" BANDING (TYP.) L STUCCO L S1UCC0 1�-411 W. x 5'-0" N. DECORATIVE 1=411 W. x V-011 H FINISH FINISH FIXED SHUTTERS DECORATIVE 114 7 7 1? FIXED SHUTTERS LLUM LlldiliS 411 BANDING ,,// (TYP.) 6 12 /SHINGLE 60 SECOND FP. LINE ROOF ROOF SECOND PP. LINE TAM. TAM. S" BANDING=7 S" BANDING 6" BANDING 4" BANDING TEXTURED FNID FINISH 1:1 El E E E E E E 1711717❑1717❑❑ 5ANDING BANDWG �. TEMP. :r MAIN FF. LINE _ _- MAIN FF. LINE GRADE LINE 4" W G.C. VERIFY GLASS GRADE LINE (A55UMED) DOOR SURROUND DMEN OOR FOR FRONT !ASSUMED) F RCS N T ELEVATION- SCALE1/4" . 11 0111 �AdifF� 0�� o #16-2350 ELEVATION "All GARAGE RIGHT lrrnrrri"rolrrmrrrni JOB NUMBER 26002 191• CAD FILE NAME LOT 182 ISSUED 07-27-16 REWSED xI DAVIS BEWS DESIGN GROW C 1550 SrA'TE SIREEr EAST OLO MAR.RdJRII7A 34677 W3.925.1300 TEi. 813 . 9� .1800 FAX WWWJ:)AV9RW N5rAW TAMPA • L71ENVER. r J 0 .19Itim 0 w (c) a3 ■� own + J. L L■ L. ooJ°' • a Q �1Q C p E r ID 0� �� 1.1E G OIL Z�C lrrnrrri"rolrrmrrrni JOB NUMBER 26002 191• CAD FILE NAME LOT 182 ISSUED 07-27-16 REWSED w cV N cc .0 co N .m co o z v cm mLL :w •U 0t�� 0 0 (11110 re 0 1 F� 0 < rl 2585 • 77TLE • FRONT ELEVA7101V DETAILS • SHEET • DAVIS BEWS DESIGN GROW 1550 SrA'TE SIREEr EAST OLO MAR.RdJRII7A 34677 W3.925.1300 TEi. 813 . 9� .1800 FAX WWWJ:)AV9RW N5rAW TAMPA • L71ENVER. w cV N cc .0 co N .m co o z v cm mLL :w •U 0t�� 0 0 (11110 re 0 1 F� 0 < rl 2585 • 77TLE • FRONT ELEVA7101V DETAILS • SHEET • MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 - 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS ■ 351.36 SQ. IN. ACTUAL SOFFIT VENTILA77ON =1636.0 SQ. IN. 1112" THICK LANAI ROOF ------------ - --- -------------- VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. I I 1 X 144 = 67 SQ. IN. I I 1 4.12 I? i HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN, I I 1 # UPPER 2/3 ROOF VENTS REQUIRED =1 6:12 I ---_ HALF AT LOW SOFFIT/ EAVE VENTS = 33.36 SQ. IN. - _------- _-- - 1 ACTUAL SOFFIT VENTILATION - 232.8 SQ. IN. � 1 6:12 6:12 1 I � I ------�---------- I I I ____________________ I 6:12 �♦ s:" .�......-............I -< I 2 1 r- I I I I 1 LOWER ROOF VENT REQUIREMENTS is VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. 1 # UPPER 213 ROOF VENTS REQUIRED =1 I ------ HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 711.3 SQ. IN. SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: NIS DETAIL SHOWS THE TYPICAL THICKNESS OF & USED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHEN APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.ELC.R. - 5TH 3/4" EDITION (2014) R103bJ AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FJ3.C.R - 5tH EDITION (20114) R103b.2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 11.0" VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. oVlrRHANG IA AT NIP cUrlOa ROOF FLAN SCALE: 118" : I'-0" CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FJ3.CR. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER FJ3.C.R - STH EDITION (2014) R312.2 GIRDER 6 I, TRUSS 24" O.C. GARAGE zrp GIRDER� 6 VALE: 1/S" =1'-0" 6 12 Eb &: Jb GIRDER 0 0❑ 2 -STORY f 1 I-II VOLUME FAMILY DD 12 ZQ6 � 4 LINTEL SROOF f 7 �. `6 ROOF PLT. HT. - - - - PLT. Wt 6rUCc0 6tUCC0 FINISH zS=an FINI5H0 TEMP. FINISH '•o * III? �( �- SHINGLE 12 ROOF �6HINGLE �` b SECOND FF. LINE SECOND F.F. LINE g" b Rr70F SECOND Ff. LINE To. ;,. �—TEX1uRED tEX1tl�D -'" b+ FINISH FINISH% 0 7 :r MAIN I~F. LINE - _ _ _ _ — — _ _ MAIN FF. LINA GRADE LINE—"'TEMP. G.C. VERIFY GLASS GRADE LINE (ASSUMED) INSERT FOR FRONT (ASSUMED) DOOR LEFT ELEVATION SCALE: 1/6" =1'-0" b 12 �bHINGLE I2 �6 ROOF 6 .� SNINC�LE PLt HT_ ROOF— W, OOF -- PLT. Hr. _ STUCCO % LS FINISH FG. FG ` FINISH -7 SECOND FF. LINE 412 SHINGLE g• SECOND FF. LINE tOM. ROOF - ^TA.M. Sa TEXTURED TEXiI�D n FINISH '� FINISH `! MAIN FF. LINE I IL. 11 IITEMF- MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, Eb 6 0 ZSHINGLE Q6 SHINGLE ROOF PLT, HT. L3TUCCO -STUCCO ZSTUCCO b12 FINISH 7 FINISH 7 SHINGLE 12 FINISH 7 �' �/ ®4 Al SECOND FF. LINE_ INGLE g" SECOND FF. LINE ROOF g! SECOND FF. LINE ROOF �TEXTUREpZTWUREp �TEXTUI D a, 21-0" FINISHFINISH% FINISH, / an MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LITE (ASSUMED) (ASSUMED) RIGHT ELEVATION SCALE. Vau . 1'-0" * JOB NUMBER 2600�rsi CAD RLE NAME LOT 182 ISSUED 07-27-18 REVISED DAVIS BEWS DESIGN GAM m w SCAlm SCR wr L*sr MUMMR, RDRM 3467/ 63. 925.1300 'TF1. 80. 925. MO FAX 11 V11NWMAVESEVY&COM TAMPA • DENVER .j 8 0 J Nn m�'„ goqCIO GaIL� L 0 o C� 0� E to * JOB NUMBER 2600�rsi CAD RLE NAME LOT 182 ISSUED 07-27-18 REVISED W cv L1. Cco N of •C N O Z � +� V V m a ar>�01111 L Bot QQ r os s .0 4 < * %; 00000 cem 0 0 0 1 rfoo 00 0 F� 0 N 725 8 5 BUILD/N • 777LE SA NF ELEVA770NS OCA ROOF PLAN <�O DETAILS BUILDING SE00N #1 6 - 2 350 ELEVATION "A" GARAGE RIGHT DAVIS BEWS DESIGN GAM w SCAlm SCR wr L*sr MUMMR, RDRM 3467/ 63. 925.1300 'TF1. 80. 925. MO FAX 11 V11NWMAVESEVY&COM TAMPA • DENVER ---► mr.19% s W cv L1. Cco N of •C N O Z � +� V V m a ar>�01111 L Bot QQ r os s .0 4 < * %; 00000 cem 0 0 0 1 rfoo 00 0 F� 0 N 725 8 5 BUILD/N • 777LE SA NF ELEVA770NS OCA ROOF PLAN <�O DETAILS BUILDING SE00N #1 6 - 2 350 ELEVATION "A" GARAGE RIGHT BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING IVIA I tKIAL IjtK ATIONS WITH APPROVED :RLAYMENT (REFER TO :R SHEET) NGINEERED ROOF SES AT 24" Q.C. flCANE STRAP PER FRAMING PLAN BRG. HGT ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH �-WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL HEADER TYPICAL WINDOWAND SLIDING GLASS DOOR "Z" FLASHING DETAIL SEE NOTE #2 -r r WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15132 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR I r BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALi WATER PROOF CAULKING I r EXTERIOR FINISH � PER BUILDER r ^i' s PROVIDE SELF ADHERED - FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" I.• I WATERPROOF MEMBRANE • 2X12 #2 SYP CONT LEDGER W/ (4) 114" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING Tjry FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE R�s�sr low WEATHER RESISTIVE BARRIER LFOR LATE ETAIL B �F,P O QPTIONS) ��`�•+� R CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER ,. WEATHER r EXTERIOR RESISTIVE SHEATHING j BARRIER r, TAPE SILL PLATE 2 J (ASSEMBLED /-FLASHING-\ WINDOW) r FLASHING DO NOT FLASH / OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN I NSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW. INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRIG EXT WALL FLASHING TO EXTEND 36" 7116" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP r -WATERPROOF MEMBRANE 20" FLOOR TRUSS I I I � PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST •A ` AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS �;. 24" FLOOR TRUSS �• SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7116" O.S.B. SHEATHING FLASHING. •2X8 TRIM BOARD STUCCO "J" MOLD •7116" O.S.B. SHEATHING -TEXTURED CEMENT PLASTER FINISH 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. c O0 0 Z R703.2 WATER -RESISTIVE BARRIER V) ¢ .'_j ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF � m LL ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE*��`�r�, °• ���,, EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. ,�` '1� • •��c�''•� R703.8 FLASHING = ,� $w °ccro d APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT .��."' kas O� ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING�'�,'d�••.� r C'' COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR ��A p� FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 0� * f++ COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND ry CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF ��i•■ SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED0 CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOWAND DOOR OPENINGS. HI G .FLAS NG AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 0 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS OR FOR APPLICATIONS NOT rf000l ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE 0 SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. r**4 ce 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. C* 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 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. 25oj . 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. GS,,ANFORD #16 2 35o FLASHING DETAILS, 1I W NUMBER 26002,191 CAD FILE NAME LOT 182 ISSUED 07--27-16 REVISED DAVIS BEWS DESIGN GR+OVP CLIDS N4 R MMA 34677 813.926.1300 TFL 813.926.1800 FAX VVWW.GAVISBF1 &q!aM TAMPA • Q x w c U r0 0 a JAN; c« m L iL dol M Q-1 Co LLL6511 �o01 }ill tIm r: Zcca i W NUMBER 26002,191 CAD FILE NAME LOT 182 ISSUED 07--27-16 REVISED • 717LE • FLASHING DETAILS .3A3 . DAVIS BEWS DESIGN GR+OVP CLIDS N4 R MMA 34677 813.926.1300 TFL 813.926.1800 FAX VVWW.GAVISBF1 &q!aM TAMPA • Q - _oI F1SL IW4 • 717LE • FLASHING DETAILS .3A3 . WEATHER RESISTIVE BARRIER WOOD FRAME CONSTRI, SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. Z�4 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.31n :12.0In (0.6 cm, 30.5 cm) SELF -ADHERED FLASHING CEMT. FIN. BUILDING PAPER r— WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF /—RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF ADHERED FLASHING UP JAMB 61. USE LIQUID NAIL BRAND FLANGED WNDOW SHEATHING N D ...... - - - - - - - - - IQ r (SEE DETAIL WP01) REFER TO TECHNICAL ......... . . OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER ............ ............ SELF -ADHERED FLASHING el SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE ......... ... ............... •EXTENDA MINIMUM Ir RELEASE PAPER TO EXPOSE ........... VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) • SELF -ADHERED FLASHING .0e SELF -ADHERED NAILING FLANGE FLASHING DO NOT FLASH OVER--/ Ile SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: CONT. GALV. "L" EXTEND MIN, OF 6'FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN, 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING SPECIFIED VERTICAL WALL ALL LEVEL VALLEY BEAUTY STRIP ROOF AND MENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER .41 MINIMUM OF 61 ABOVE 6" 0" NY DIVERTTERR FLASHING 60 DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH I'll 1% 1% A all P. 1%, P. HOLD EXTERIOR 5'A FINISH 2" ABOVE A A 11. 1% A A A A all 1% ROOF A A $1, A r. 11. 11. A $1, A 1%. P. A $1. A A FLASHING r.A A AA CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 60 ABOVE FLASHING -------- 6 TO 12" PER PLAN SPEC'S. GALV, FLASHING TYPICAL. ROOFING FELT RIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING WITAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. 1" FLASHING PER MANUFACTURES CN SPECIFICATIONS SEALANT OVER ROOF ROOF MATERIAL PER SHINGLES W/TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER + FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT METAL DRIP EDGE TO BE UNDER 2), UNDERLAYMENT AT ROOF EAVES �'q V j; -V III$ Foc" ovoll. 0 noe TYPICAL ROOF TO 6 11 I WALL FLASHING DETAIL 0 -ORsv, 5 41'XA '�000 cooll��FosN GOO RAKE METAL DRIP EDGE TO BE OVER EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT ^ l4" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. SAVE 7" PIECES THE RAKE AND EAVES ABOUT TO USE IN 6TH 1/2" IF DRIP EDGE IS USED, OR COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. EMBED EACH SHINGLE IN A2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE —CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE "I!OVE -� �IIIIIIIII�II` FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL Wt METAL LATH IN .......... ...... — ACCORDANCE WITH ASTMC1063 ............. ..... ----- ............. ............. ............. BUILDING PAPER ............. ............. ............. _--'--7/16" O.S.B. SHEATHING METAL ............. ............. FLASHING ............ ......... . .............. 31/7 UNPERFORATED FLANGE 718" .......... .............. WEEP SCREED ............. ............. MAINTAIN BOTTOM OF WEEP SCREED 1 1WT020 ABOVE ROOF SHEATHING CEMENT PLASTER IN— ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING -KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK YULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED -4 FLASHING PATCH )HERED FLASHING \U)l (�' SANFORD #16 2 3`50 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D ETAILS WATERPROOFING METHODS TO BE USED. N.T.S. SWEATWWS x TEXTURE FINISH COAT go 0 loo j BROWN COAT SWITCH COAT D SELF-FURRINIS LATH C! TW LAYERS WRI3 WEEP SCREED TERMINATE SELF AT LOUDER NOSE OF tii SELF ADHESIVE FLASHING 60 MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WEATHER RESISTIVE BARRIER WOOD FRAME CONSTRI, SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. Z�4 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.31n :12.0In (0.6 cm, 30.5 cm) SELF -ADHERED FLASHING CEMT. FIN. BUILDING PAPER r— WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF /—RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF ADHERED FLASHING UP JAMB 61. USE LIQUID NAIL BRAND FLANGED WNDOW SHEATHING N D ...... - - - - - - - - - IQ r (SEE DETAIL WP01) REFER TO TECHNICAL ......... . . OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER ............ ............ SELF -ADHERED FLASHING el SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE ......... ... ............... •EXTENDA MINIMUM Ir RELEASE PAPER TO EXPOSE ........... VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) • SELF -ADHERED FLASHING .0e SELF -ADHERED NAILING FLANGE FLASHING DO NOT FLASH OVER--/ Ile SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: CONT. GALV. "L" EXTEND MIN, OF 6'FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN, 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING SPECIFIED VERTICAL WALL ALL LEVEL VALLEY BEAUTY STRIP ROOF AND MENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER .41 MINIMUM OF 61 ABOVE 6" 0" NY DIVERTTERR FLASHING 60 DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH I'll 1% 1% A all P. 1%, P. HOLD EXTERIOR 5'A FINISH 2" ABOVE A A 11. 1% A A A A all 1% ROOF A A $1, A r. 11. 11. A $1, A 1%. P. A $1. A A FLASHING r.A A AA CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 60 ABOVE FLASHING -------- 6 TO 12" PER PLAN SPEC'S. GALV, FLASHING TYPICAL. ROOFING FELT RIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING WITAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. 1" FLASHING PER MANUFACTURES CN SPECIFICATIONS SEALANT OVER ROOF ROOF MATERIAL PER SHINGLES W/TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER + FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT METAL DRIP EDGE TO BE UNDER 2), UNDERLAYMENT AT ROOF EAVES �'q V j; -V III$ Foc" ovoll. 0 noe TYPICAL ROOF TO 6 11 I WALL FLASHING DETAIL 0 -ORsv, 5 41'XA '�000 cooll��FosN GOO RAKE METAL DRIP EDGE TO BE OVER EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT ^ l4" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. SAVE 7" PIECES THE RAKE AND EAVES ABOUT TO USE IN 6TH 1/2" IF DRIP EDGE IS USED, OR COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. EMBED EACH SHINGLE IN A2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE —CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE "I!OVE -� �IIIIIIIII�II` FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL Wt METAL LATH IN .......... ...... — ACCORDANCE WITH ASTMC1063 ............. ..... ----- ............. ............. ............. BUILDING PAPER ............. ............. ............. _--'--7/16" O.S.B. SHEATHING METAL ............. ............. FLASHING ............ ......... . .............. 31/7 UNPERFORATED FLANGE 718" .......... .............. WEEP SCREED ............. ............. MAINTAIN BOTTOM OF WEEP SCREED 1 1WT020 ABOVE ROOF SHEATHING CEMENT PLASTER IN— ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING -KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK YULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED -4 FLASHING PATCH )HERED FLASHING \U)l (�' SANFORD #16 2 3`50 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D ETAILS WATERPROOFING METHODS TO BE USED. N.T.S. • " NUMBER 26002,191 • CAD RLE NAME LOT 182 ISSUED 07-27-18 DAVIS BEWS DESIGN GRM LW SIAM SMWr FA 01112MUll, RDUM M77 813.925.1300 TEL ao . 5rm FAX TAMPA • L:r)>mv4%en 'I 0 Z uo 4c mmcvU- C) 0*000 % w 0: 0 000 • 2585 • 777LE • FLASHING DETAILS x M r go 0 loo j 0 0 D C! tii 60 E0 !L- 0 a I .c Od 6Bn 0 z loo • " NUMBER 26002,191 • CAD RLE NAME LOT 182 ISSUED 07-27-18 DAVIS BEWS DESIGN GRM LW SIAM SMWr FA 01112MUll, RDUM M77 813.925.1300 TEL ao . 5rm FAX TAMPA • L:r)>mv4%en 'I 0 Z uo 4c mmcvU- C) 0*000 % w 0: 0 000 • 2585 • 777LE • FLASHING DETAILS WPI GFJ. L ---.J L--- I <1 /> / j STD.LWFAMILY ROO WPMM On. FAN </ v" LANK UP TO PAW LW WALL MOUNT Wp.AT V4' GF.I. 4 so FOR OPT. FAN&W <1 </ \> L MASTER SUITE c1c. YEW ALLSMOKE Ed HARD-WIREDTO BE -WIRED GC. VERIFY ON LOCAtI 'IN FOR CELNrs FANS, PRE -WIFE Tma SERVICE rFLr=CTr% I C A L <r=*T- MICROWAVE OUTLET #14'7\ \0 COACH 0 DUPLEX CONVENIENCEOUTLET I -WT DUPLEX OUTLET ABOVE axm 200 AMP. AT WEAVERPROOl' DUPLEX OUTLET -Love MEC. Kkr.4 WIND FAULT INTERWS DUPLEX OUTLET OF WMgOWFi I -aQlso CA- r 0 W-mulTm DUPLEX OUTLET + WA zlq�7 I � �o SPECIAL ROVE ouw FWANT DUPLEX OUTLET IN FLOOR (YERPr 220 VOLT OUTLET LOCATION) VJ7 WALL SWITCH AT 461 GARAGE 13 ME -My SWITCH -t4 FOUR-WAY SWITCH ID DIMMER OWIZA DINING KITCHEN 1 CFILM MONTED INCANPESCMT LIGHT r`IXnW WALL MUM INCANDEMN L04T FIXTURE RECESSED NcwmENt LW FIX m LIGHT mnm WITH PULL CHAIN / x I / I +� TRACK L1(514T FLUORESCENT LW FIXIIAE i I .,,, ( ' q EXWAr,7T FAN AN, rvumw mAwA imn rrmmimArvw .o M. BATH- UTIL, Wp- L-',pLdE2:2C-V.J'Cl-jf —j' n CCS PWDR </ \> FOR On PANILIW DEN QWP. CIF1 ENTRY 61WRI -7-K^= I t.AM7JR MAP LWM DETECTOR KI ma -m (OPTIONAL.) TELEVISION (OPTIONAL) {Jr THERMOSTAT DM ELECTRIC METER ELECTRIC PANEL VISCOlMa SUTCH (8) SPEAKER (OPTIONAL) R001 -N FOR OPT. CEILING PAN CEILING MOUNTED INCANDESCENT LW RXTUIRE WI ROIS-IN MR OP`r. CEILWs FAN NOTES, 1. PROVIDE AND INSTALL ORMIND FAULT CIAMIT-KMMM ((sFJJ AS INDICATED ON PLA* OR AS ITEM NO. 4 AND 5 MOW INDICATES. 2. XM OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEWS ABOVE FINISHED FLOOR: SUTCIfEL ... 42' 0J11M .... 14' TELEPHONE.. X' (UNLESS ABY C0J4TERTOP) TELEVISION.. J411 3. ALL SMOKE DETECTORS SAL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE 40 54ALL BE EQJIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTFED SMCKE DETE wo,,r 40 ALU. CAMS 4. ALL SA AND 20A RECEPTACLES IN SLEEM ROOMS, FAMILY RD", PINM sa x A/C RD", LIVING ROOMS, MOM, LIBRARIES, DENS, GUNROOMS, RECREATION ROOMS, MAIN DW4"CT 0 4TYp- — DISC CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REM A COMBINATION TYPE AFLI. FC -Hl 6 jL FOYER 66 :q4 ELECTRIC DOOR OPERATOR (OPTIONAL) CHMS(OPTION44.) REFER TO FLOOR — MAN;DIX NSIPE AND M2 COPPER TO LOTS AND OUTLETS PUSHBUTTON FOR PLAN FOR NOTED AMPS. REQUIRED PMEL 110 COPPER TO ROOMS, SHALL BE WC.I. PROT:CTED (C% :I). GD. OPENER I 6. IT 16 TILE RESPONSIBILITY OF THE LICMD ELECTRICIAN TO ENSURE THAT ALL Ei RMTTON STITCH (OPTIONAL) PENDANT NEW L — — — — — — — — -- ELECTRICAL WORK 0 IN RU COMPLIANCE WITH NEPA 10, NEA. 2011, I= - 674 SERVICE BY CARSON MONOXIDE DETECTOR L7 LOCATION) 17 I CIF -11 h AT 49' COACH u SMOKE DETECTOR .o M. BATH- UTIL, Wp- L-',pLdE2:2C-V.J'Cl-jf —j' n CCS PWDR </ \> FOR On PANILIW DEN QWP. CIF1 ENTRY 61WRI -7-K^= I t.AM7JR MAP LWM DETECTOR KI ma -m (OPTIONAL.) TELEVISION (OPTIONAL) {Jr THERMOSTAT DM ELECTRIC METER ELECTRIC PANEL VISCOlMa SUTCH (8) SPEAKER (OPTIONAL) R001 -N FOR OPT. CEILING PAN CEILING MOUNTED INCANDESCENT LW RXTUIRE WI ROIS-IN MR OP`r. CEILWs FAN NOTES, 1. PROVIDE AND INSTALL ORMIND FAULT CIAMIT-KMMM ((sFJJ AS INDICATED ON PLA* OR AS ITEM NO. 4 AND 5 MOW INDICATES. 2. XM OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEWS ABOVE FINISHED FLOOR: SUTCIfEL ... 42' 0J11M .... 14' TELEPHONE.. X' (UNLESS ABY C0J4TERTOP) TELEVISION.. J411 3. ALL SMOKE DETECTORS SAL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE 40 54ALL BE EQJIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTFED SMCKE DETE NUMBER 26002191 CAD RLE NAME LOT 182 ISSUED 07-27-16 REVISED wo,,r 40 ALU. CAMS 4. ALL SA AND 20A RECEPTACLES IN SLEEM ROOMS, FAMILY RD", PINM J6 DAMS BEWS DESIGN GROVP x A/C RD", LIVING ROOMS, MOM, LIBRARIES, DENS, GUNROOMS, RECREATION ROOMS, MAIN DW4"CT 0 4TYp- — DISC CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REM A COMBINATION TYPE AFLI. cm - sawii D 6 jL 66 :q4 DEVICE 410 TAMPER -PIM RECEPTACLES PER NIEC, 2011406.12 AND 406.13 REFER TO FLOOR — MAN;DIX NSIPE AND M2 COPPER TO LOTS AND OUTLETS S. ALL BA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PLAN FOR NOTED AMPS. REQUIRED PMEL 110 COPPER TO ROOMS, SHALL BE WC.I. PROT:CTED (C% :I). WATER HEATER 6. IT 16 TILE RESPONSIBILITY OF THE LICMD ELECTRICIAN TO ENSURE THAT ALL MDERC#= p % COPPER TO RAW ELECTRICAL WORK 0 IN RU COMPLIANCE WITH NEPA 10, NEA. 2011, I= - 674 SERVICE BY EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. PM COMPANY —04 COPPER TO 50 CiROUND F40 ALSO SERVICE TO ME BONDED 1. EVERY BUILDING WAVINCs A I'MIL-NEL-MMIN6 HEATER OR APPLIANCE, TO RvNro Sim FIREPLACE, OR AN ATTACHED 644M SHALL HAVE AN OPERATIONAL. CARBON .............. MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROM USED MR SLEEPNS PURPOSIES. ELECTRICAL RISER DIAGRAM & WARMS SHALL RECEIVE MIR PRIMARY POWER FROM THE BUILDNrs WIRING WHEN M WPM 15 SERVED FROM M LOCAL POWER UTILITY. SUCH AL41MS SHALL HAYE BATTERY DAMP C"NATION SMO ZURBCN MONOXIDE "" SHALL BE NOTE: LISTED OR LABELED 5T A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICA MATERIALS AND INSTALLATIONS 614ALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAI. 1:1 Cr rAhC LOCAL rinl:A AM THE LMCA WVCD rIMAW NUMBER 26002191 CAD RLE NAME LOT 182 ISSUED 07-27-16 REVISED J6 DAMS BEWS DESIGN GROVP x M SrAM SMWr F.A" CUONAM, FUMMA 34M SO. W.M.1.300 MEL 813.9W.1800 FAX VVWWJ:A&VffiBEW&C0M 'r.*.NWA 0 UIIW� C roas 0 C 6 jL 66 00 E NUMBER 26002191 CAD RLE NAME LOT 182 ISSUED 07-27-16 REVISED _______.._ ___.,.. T72585 /!�77�wm/, USANFOR�D #1 6 2 3 5 0 77XE • MAIN FLOOR ELECTRICAL PLAN DETAILS L) SHEET MAIN FLOOR ELECTRICAL PLAN 4A.GARAGE RIGHTu J6 DAMS BEWS DESIGN GROVP M SrAM SMWr F.A" CUONAM, FUMMA 34M SO. W.M.1.300 MEL 813.9W.1800 FAX VVWWJ:A&VffiBEW&C0M 'r.*.NWA 0 UIIW� Wr 1"4 _______.._ ___.,.. T72585 /!�77�wm/, USANFOR�D #1 6 2 3 5 0 77XE • MAIN FLOOR ELECTRICAL PLAN DETAILS L) SHEET MAIN FLOOR ELECTRICAL PLAN 4A.GARAGE RIGHTu GSC. VERIFY ALL GC. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARDWIRED PRE -WIRE ELECTRICAL <E""- DllF'LEX CONVENIE a OUTLET } DUPLEX OUTLET ABOVE COUNTER P. WEAT ER T -W DUPLEX OUTLET WW FAULT INTERRUPTER DUPLEX OUTLET HALF-SWITm DUPLEX OUTLET �$p SPECIAL PURI M OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THINE-IIIAY SWITCH 3-4 FOUR-WAY SWITCH ID DIMMER SIWTCH CEILING MOUNTED IWAOE60T LIGHT FIXTURi: WALL MOUNTED INCANDESCENT LIGHT FIXTURE '` RECESSED (NCANDESCENt LIGHT FIXTURE -� LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXiUR C,7 EXHAUST FAN EXHAUST FANILIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CINIMES (OPTIONAL.) U7 I'I1SHC4UTTON SWITCH (OPTIONAL) CANON MONOXIDE DETECTOR ® SMOKE DETECTOR i SMOKE 1 CARBON MONO. COMEO DETECTOR F4 TEL.EPHoNE (OPTIONAL) ® TELT=VISION (OPTIomAL) Q THERMOSTAT 0111 ELECTRIC METER -am- ELECTRIC PANEL DISCOIWT SWITCH t� SPEAKER (OPTIONAL) c%15 ROUGH -N FOR M. CEILING FAN 4 J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W7 G ROUGE! -N FOR OPT. CEILING PAN NOTES@ 1. PROVIDE AND INSTALL GR(XND FAULT CIRCUIT-NTERRUF''TERS IGFJJ AS INDICATED ON PLANE OR AS ITEM NO.4 AND 5 BELOW INDICATES 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING FIGHTS ABOVE FINISHED FLOOR: SWITCHES ... 42' OUTLETS..... 14' TELEPHONE.. J4" (MOO ABV COUNTERTOP) TELEVISIM. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL EE EQUIPPED WITH A MONITORED 13ATTM BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOI�i. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOM6, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUVRO", RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A CO SNATION TYPE AFJCJ. DEVICE AND t4iPER-PROOF RECEPTACLES PER NBC. 2011406.12 AND 406.13 5. ALL SA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL TSE GF.C.I. PROTECTED (CRI) 6. It IS THE RESPM151LITY OF THE LICENSED ELECTRICIAN TO ENSUES: THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N,F.PA IUD, NE.G. 2011, FJ3:C.R - 5TH EDITION (2014), AND ALL APPLICAME LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BOLDING HAVING A FOSSI.-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 SI.EE % PURRm. & ALARM5 SHALL RECEIVE THEIR MOW POIER FROM THE BUILDING WIRING WI N SUCH WFMG IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SMALL HAVE BATTERY BACKUP. COMBINATION SN1O ZCARBON MONOXIDE ALARMS SHALL M LISTED OR LABELED DY A NATIONALLY RECOOr ED TESTING LABORATORY. SAMPFORD zaso UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER 26002191 CAD FILE NAME LOT 182 ISSUED 07-27-16 REVISED K DAVIS BEWS DESIGN GPMW c rW Z;. FST. 1494 c.-- 0 J1 C rcmq h 6 EJA 6 ` IL • a fl vNN J C � j > j l � I � m oil*0 z IIt • JOB NUMBER 26002191 CAD FILE NAME LOT 182 ISSUED 07-27-16 REVISED 0 0 �s 0 0 0 ,000 000 2585 • 777LE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GPMW W Sr M S Rwr E.1wr 813.92,5.1300 TEL 813.926.MOO FAX W W W.DAVEDEW&COM `PAMPA • CIENVOL Z;. FST. 1494 c.-- 0 0 �s 0 0 0 ,000 000 2585 • 777LE • UPPER FLOOR ELECTRICAL PLAN • SHEET • ( �' E I � E RAL. N [" jTE C"` IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, '��'++ ' V `''✓ �'-'+ � �) �"'+► 1y► /" C DRAWINGS INDEX O G METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL C,/^1►. r ,f"11 FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 4 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 9510 OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ° 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A CREATED ELEV. B ,STD - TRUSSWAY TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP AT ANGLE S FROM VERT. TO EA. TRUSS "X" 5 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 4, THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. MASTER PER BILL YOUNGMAN'S BEQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND/OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -B3 SECTIONS 1, 2 AND 3 S3 DOWEL PLACEMENT PLAN ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR & LATERAL RESISTANCE VALUES IN FIELD WIOUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY S4 FIRST FLOOR FRAMING PLAN SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS,UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WIIN TRUSS SPAN OR PER TRUSS S4.1 NOTES � CONNECTOR LEGEND 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 28 DAYS OF ONLY ON MEMBERS IN THAT ARE EXPOSED TO UPLIFT OR AL FORCES.INTER OR LOAD BEARIUIRED AIRAT WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 2500 PSI, A SLUMP 4 PLUS OR MINUS 1", AND HAVE 2 TO 41a AIR ENTRAINMENT, WOOD STUDS MAY BE SUBBED wl METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N,O. AND A MAXIMUM AT THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED, RATIO 4F 0,58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN G STEEL SHALLENT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST ��++&& +�+J h' LINTEL PLAN CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 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 1/8/2016 ADDED AIC CHASE TO CLOSET AT BEDROOM 3 S D 1 FOUNDATION DETAILS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE 6".FIBERMIX OF TRUSS ENGINEER OF RECORD EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN, 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. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXED INTO TIE BEAM/FTG 10, SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS ENGINEERED LUMBER VERT. REINF. IN EA, CELL, CONT. PER PLAN. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS SD3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF COLUMNS BEAMS STUD - E = 1,800,000 Iblin2 U.N.O. E = 2,000.000 Iblin 2 U.N.O. E = 1,500,000 Iblin2 U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-112", GROUT FILL FIRST (3) COURSES S D4 p GENERAL DETAILS AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS -.D CENTER TO UPPER 113 OF THE SLAB. + TWO STORY DETAILS TOP CHORD: Lr = 16 PSF Fc L = 900 Fc i = 900 Fc 1- - 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. BOLTS AND THREADED RODS IDL = 7 PSF (SHINGLE TYPE ROOF COVER) S D6 TWO STORY D ETAI LS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1 . USE 112' CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST 1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. UPDATES OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM, MINIMUM FLOOR DESIGN DEAD LOADS: SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS cx 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 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, GENERAL LOADING: CONFORMING TO ASTM C90, WI A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTICWITHOUT STORAGE = 10 PSFATTIC SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. CREATED ELEV. A, B, CAND ELEV A WITH BONUS, WITH LIMITED STORAGE - 20 PSF PSI (= 1900 PSI) GUARDRAILS HANDRAILS = 200 LB POINT LOAD 150 PSF ,I 5/9/2014 WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 - 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW O BE NO MORE THAN 1" GUARDRAILS IN -FILL COMPONENTS W GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 4. COARSE GROUT SHALL CONFORM TO ASTM C476476 WITH A MAXIMUM AGGREGATE 2 718/2014 CREATED ELEV. C VIII TRUSSWAY TRUSSES -ADDIT'L BRACING &BLOCKING PER SCSI -1 &TRUSS MANUFACTURER'S DWGS SIZE OF 318" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CREATED ELEV. C VIII BONUS - TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7116" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD a ROOF HIPIRIDGE 8 12/18/2014 TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 112" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS DIAGONAL BRACING REQUIRED AT CLB PER SCSI -B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 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 EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FIELD REPAIR NOTES BE SPRUCE- PINE -FIR OR EQUIVALENT. NO, 2 GRADE SHALL BE USED EFFECTIVE FOOTING & LINTEL STEEL IS ADEQUATE @a TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP AT ANGLE S FROM VERT. TO EA. TRUSS "X" 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER wl (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN � 10'-0" MAX AND R FROM HOLE wl COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4, THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE COURSE AND FOOTING TO BE NO LESS THAN BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SHALL MASTER PER BILL YOUNGMAN'S BEQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND/OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -B3 SECTIONS 1, 2 AND 3 2. BTRAP'S1CONNECT+ORSUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WORD. MAY SUB STRAPS/CONNECTORS wl STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. & LATERAL RESISTANCE VALUES IN FIELD WIOUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY UPDATED ELEV. A STD VIII TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 114" TO t 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 411412015 PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WIIN TRUSS SPAN OR PER TRUSS USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SURGnTUTION LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH Wl (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST. WOOD STUDS MAY BE SUBBED wl METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N,O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD wl WASHERS MAYBE USED ILO 112" J -BOLTS wl WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -112"x6" SIMPSON TITEN HD THREADED ANCHORS W1 LBP112 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING1.1. 7 1/8/2016 ADDED AIC CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCS/ -B3. ( T BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT 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 SCSI -B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL WI (2) 12d EITHER RODDING OR PENCI L VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX4 TRUSSES, THEN I nnn CONSTRUCTION BOTTOM TO TOP Wl (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER SCSI -B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION:(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES BE SPRUCE- PINE -FIR OR EQUIVALENT. NO, 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN, 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL 95 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE, EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED I N THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE wl COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4, THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SHALL BEND), BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. BTRAP'S1CONNECT+ORSUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WORD. MAY SUB STRAPS/CONNECTORS wl STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD WIOUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SURGnTUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED wl METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N,O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD wl WASHERS MAYBE USED ILO 112" J -BOLTS wl WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE wl SIMPSON SET EPDXY @ 5" MIN EMBED, OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -112"x6" SIMPSON TITEN HD THREADED ANCHORS W1 LBP112 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF, REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 314", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE FIR ESSURETREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN, 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM/ FND. HAVE HEAD JOINTS WHICH FALL WIIN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXED INTO TIE BEAM/FTG 10, SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) 45 ENGINEERED LUMBER VERT. REINF. IN EA, CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER I S TO HAVE THE MINIMUM DESIGN 7. OVERiWNQING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION 91/2", NO FIXIS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD - E = 1,800,000 Iblin2 U.N.O. E = 2,000.000 Iblin 2 U.N.O. E = 1,500,000 Iblin2 U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-112", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED &TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11- 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc L = 900 Fc i = 900 Fc 1- - 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2, STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1 . USE 112' CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. YG" UNO, 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS cx 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 08/0912016 WIND PRESSURE & SUCTION EFFECTIVE (PSF} VIAND VALUE DENOTES PRESSURE AREA (SQ FT)+� - VALUE DENOTES SUCTION AREA 0 0 (+) 21.2 (+) 21.2 10 (- 22,9 -) 28.3 20 (+) 20,2 (+) 20.2 (-) 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 T-0" (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 55 STANDARD DESIGN PRESSURE NOTES 1 ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4 "a" = END ZONE IS ONLY WIIN T-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 8301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF VVIVIR & ASSOCIATES, LLC is strictly prohibited. SANT ORI IRT #1 6 - 2 10 - Z w a r� Z ear r O r ry go W W 0 Lj eek ®• '�i�� a r AN •o° o••° ) 14 Z %i 'sw oc�Q= Wlp iU00'Z ` • _ c.3' Z ILL U r U a 0 Q.) ... { Z W z O Uj 0 a�N J Z r) ~ c AHrA�am pq q W F- PqU" J Z O U) ...� O z O C4 li (3 V- Z ZOI O J .J LU 0 CC 0 W 0 zCV w • YM W z ,Q0 0 <� CL STRUCTURAL ENG: CFO I BAD DRAFTING: -STRUCT: TNT QC CHECK: cc JOB No. TIVI -2162053 SCALE: AS INDICATED DATE: 08/0912016 m A/C PAD 1 1 A/( �!E 0'-2" 52'-4" 1 a' 2 STORY FOOTING 75'-0" --- - C. Q n FOUNDATION PLAN FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER, ALL JOINTS TO BE F- LAPPED MIN. 6" AND SEALED. < 2. PROVIDE 3-112" 300OPSI 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. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN . 12 BAR DIAMETER LEGS EXCLUDING BEND @a EA. END. �ry LAP SPLICES SHALL BE NO LESS THAN 25", fLLl:1 4. CONSULT W/MAN . SPECIFICATIONS PRIOR TO POURING OR 1 z RECESSING DOOR SILLS. 0 o — 5, EXTERIOR SLABS SHALL SLOPE 118" PER FOOTAWAY FROM HOUSE. V.Ew 6, CONTROLJOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 4 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROLJOINTS TO BE SAW CUT ADEPTH OF 114" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR w USE ALTE RNATE AP PR OVE D METHOD. F W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY La W COMMUNITY & COUNTY CODES. ©0 B. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL (� SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALLALSO CONFORM TO THE MANUFACTURER'S INSTALLATION _ INSTRUCTIONS. J 9. NOWOOD STAKES PERMITTED IN FOUNDATION. m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS J ��1111f flf// AND LAP SPLICE, SEE DTL MF09 AND MF10 ON SD1 FOR STAN DARD�v FOOTING STEP DOWN AND CORNER INFORMATION. N5 o•ss•I`�Ji,'Uj ��/� 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ,,;� •°%%��,��'� oO SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH co 6 0 �jj ;. ev I'j PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION Z-0 -3 tj ' w cc*Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER U O• Z .. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS v.> p' FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE '+ "• •• �� �� {C PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL °"•• " fx- y� —�, 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O -J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. t]/�f/fff�������`, SOIL TO BE FREE OF ORGANIC MATERIALAND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J DETERMINED BYASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR AMINIMUM SOIL BEARING CAPACITY OF 2000 PSF, O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO LU DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION, SEE p C7 "'O cri STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND 2 FOOTING SIZES PENDING DEPTH OF STEMWALL: 0 �.? �� o w r FOOTING SCHEDULE z 0' �� z ,..� 12"x12"x1i 2" dp wl #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2)# 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 24"x24"x12" dp wl #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. Q O 28"x28"x112" dp w/ #5's EQUALLY SPACED EA. co 2.3 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z BARS & 3" MIN, COVER TO EDGE OF CONC. co 30"x30"x112" dp w/ #5's EQUALLY SPACED EA, 2.5 'WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. 36"06"x112" dp w/ #5's EQUALLY SPACED EA. U J C 3 �► WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5)# 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. S 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. W a 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6)# 5 E.W. C] BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. U-0 Z q 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W, ,�.. 0 � I m BARS & 3" M IN. COVER TO EDGE OF CONC. z F-00 i 0 J to 54 x54 x16 dp w/#5's EQUALLY SPACED EA. I 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8)# 5 E.W. t[ ' 0) N N BARS & 3" MIN. COVER TO EDGE OF CONC, p 0 0 0 a�a a 60"x60"x16" dp w1#5's EQUALLY SPACED EA. W q4 5 WAY MINI, 2 HORIZ. CLEARANCE BETWEEN MIN (9)# 5 E.W. Uj z ' BARS & 3 MIN. COVER TO EDGE OF CONC. I.. PLI w z 0'j SYMBOLS LEGEND i- 0 0 Lu 0 F` LL ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT, FTG. a W TO TIE BEAM (6'-8" O.C. MAX U.N.O.). 2 w 0 _ • INDICATES GROUT FILLED CELL WITH (2) VERT. 45 CONT. FTG. tL) TO TIE BEAM. < z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W [n 0 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. a "z' 0 N !1 O 1— DO z Z 0 J y /�{ n LL�J� IIw co X 0 GoLo � 1 OIG i-- 0 I j ZLLJ .....�� J a LL try � 0 _ w 0 HCH o iry co n w F0- STRUCTURAL ENG: CFG 1 BAD C) DRAFTING: 57�1LbiNUFO -STRUCT: TNT co QC CHECK: CC JOB No. TM- 2152853 LU SCALE: AS INDICATED W DATE: 08/09/2016 #1 6 2 350 1/411=11-011 COPYRIGHT NICD 2414: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF UVMR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. t V-411 7'-0" 6'-'8"dt 6'-8" 6'-8" 4'-8" 3'-2" 2'-4" 3'-4" '-8" 3'-10" 4' 3" T' Y 1'-8" Irl Iq 01 01 YMBOL LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG, < TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). i INDICATES GROUT FILLED CELL WITH (2) VERT. 45 CONT, FTG, TO TIE BEAM. z W ® INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. a INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. Z ry ~ 0 W r) w z a m W t� LL ,```®o'ttttnrrr��e�� Lq CO) OD c� yrs ••�2CLCM z C? J1 U O:Z�C 0 LL J 1111 J w LJI. 0 Cal z z W ., 0 0 c7 z z W (0 W, w0 Z 0Hling �. 0 z J IPIP CL Llio J CLQ 9� < PC a J z 0� H 0 LU '— <WC) a W 0 r U� U Q Z a w W 0 0. z z J 0 cv11 a 1— 00 z 0V - w zJ0 0 ,J a " ¢ C3 0 Lr) 0 1 La .......� a LU L16 z W C 0 w 0 ~ a iry co ti STRUCTURAL ENG: CFG ! BAD U DRAtFTI N G: -STRUCT: TNT C/AAN C N J QC CHECK: CC RD JOB No. TM - 2152853 LU SCALE: AS INDICATED D(l)WEL P PLAN � DATE: ���a�f2o1 B #16-2350 1 1/411=11-011 S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF VUMR & ASSOCIATES, LLC is strictly prohibited. r O r YMBOL LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG, < TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). i INDICATES GROUT FILLED CELL WITH (2) VERT. 45 CONT, FTG, TO TIE BEAM. z W ® INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. a INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. Z ry ~ 0 W r) w z a m W t� LL ,```®o'ttttnrrr��e�� Lq CO) OD c� yrs ••�2CLCM z C? J1 U O:Z�C 0 LL J 1111 J w LJI. 0 Cal z z W ., 0 0 c7 z z W (0 W, w0 Z 0Hling �. 0 z J IPIP CL Llio J CLQ 9� < PC a J z 0� H 0 LU '— <WC) a W 0 r U� U Q Z a w W 0 0. z z J 0 cv11 a 1— 00 z 0V - w zJ0 0 ,J a " ¢ C3 0 Lr) 0 1 La .......� a LU L16 z W C 0 w 0 ~ a iry co ti STRUCTURAL ENG: CFG ! BAD U DRAtFTI N G: -STRUCT: TNT C/AAN C N J QC CHECK: CC RD JOB No. TM - 2152853 LU SCALE: AS INDICATED D(l)WEL P PLAN � DATE: ���a�f2o1 B #16-2350 1 1/411=11-011 S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF VUMR & ASSOCIATES, LLC is strictly prohibited. ❑c M NO J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 0.1 FIRST FLOOR FRAMINGO' PLAN_ 1!411=1'-0° NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLD Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLD is strictly prohibited. SANFORD #16 -2350 0 F- la._ ry U) W Iry �/ �j ca LL i yam. L O i2 ' cc* moi �°s o _ L!3 ° - 3 °• . 66 • `�� cC p //H111111N m u: 0 Q M 0 Z 4 z ...j z CL (9 C1 *4 C1 z� 0� LL Z W F PC 0 LL U) -- Z 0 z=0 0JJ 4R lui ��e 0 o0o p N LLQ • • � 0 J Z ... W W "O0 0 I-F=ty- IL STRUCTURAL ENG: CFG 1 BAD DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2152853 SCALE: AS INDICATED DATE: 08109/2018 BEARING WOOD WALL SCHEDULE TAGCAP. STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT Of) BLOCKING TOP BOTTOM BW1 1.6" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN (3)2X4 SYP #2 BUILT UP STUD COLUMN BW2 161" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p MID -SPAN BW3 161" SPF 1/2" THREADED ROD cr 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 2rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 5-1/4"x5-1/4" LVL COLUMN. BW5 12" SPF 1/2" THREADED ROD c@48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID SPAN L ,l BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 1 3rd. PT. POSTS. AT EXTERIOR CONDITIONS BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID SPAN BASE PLATE U.N.O. ON PLANS. BW8 16" SYP 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID SPAN 1 BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 2rd. PT. NAILS & (18)4'"x2f" TAPCONS BW10 12" SYP (3) 12d TOENAILS (3) 12d. TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d BW12 „ 121, 2 SYP 1112" THREADED ROD @ 48" O.C. ADJUST AS REQ'DTO MISS STUDS 1160 plf 'rd. PT. 3 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) STANDARD BEARING WALL W}'THREADED ROD DOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ 3 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED wAn 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 BRG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR 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 wAn BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD wfin 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 F(3 )2x4 SPF #2 BUILT UP STUD COLUMN 8d ]2X4 SPF #2 BUILT UP STUD COLUMN C (4)2X4 SPF #2 BUILT UP STUD COLUMN 12d (2)2x6 SPF #2 BUILT UP STUD COLUMN 16d (3)2X6 SPF #2 BUILT UP STUD COLUMN C F } (2)2X8 SPF #2 BUILT UP STUD COLUMN NAILING NOTES (3)2x8 SPF #2 BUILT UP STUD COLUMN H `,1 (3)2X4 SYP #2 BUILT UP STUD COLUMN J (2)2X6 SYP #2 BUILT UP STUD COLUMN ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS (2)2x8 SYP #2 BUILT UP STUD COLUMN L „ 4x4 SYP #2 POST 1450 6x6 SYP #2 POST CM 8x8 SYP #2 POST (2)META16 OR (2)META20 3-1/2"x3-112"LVLCOLUM N. (2)2x10 #2 SYP 3-1/2"x5-1/4" LVL COLUMN. 4 F�) 3-1/2"x7" LVL COLUMN. S) 3-1/2"x9-1/2" LVL COLUMN. +f� 1 5-1/4"x5-1/4" LVL COLUMN. (2)ply TRUSS (12) 16d x 12" NAILS 5-1/4"x7" LVL COLUMN. f� X) 7"x7" LVL COLUMN. (Y ] 3 1/2" X 11 7/8" LVL COLUMN L ,l 5 1/4" X 9 112" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF081SD4. 2. ALL PO STI LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BAS CONNECTORS @ SPFISY P SOLID POSTS. AT EXTERIOR CONDITIONS 44: ASU44 w/(12)16d NAILS & $'' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 64: ABU66 w/(12)16d NAI LS & " EPDXY ANCHOR wlMI N. 7" EMBEDMENT 8x8: ABU88 wl(18)16d NAILS & (2),j" EPDXY ANCHORS wl MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d 131" x 22' 10d .148" x 3" 12d .148" x34" 16d .162" x 3; 8d RING SHANK .113" x 2j" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH I NDI CATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUES TO POST: SIMP. HTS20 OR LSTA18 4 ••• �' I SPF(Ib) SYP(Ib) (2)2x8#2 SYP TO MASONRY: SIMP, HU48 OR HUC48 B2x8 META16 w/(7) 10dx12" NAILS OR wl(6)10d NAILS & (14)4"x224" H2x10 PLATE TAPCQNS El ar• META20 w/(7) 10d x 11" NAILS FRAME TO CMU 1450 1450 CM (2)META16 OR (2)META20 H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS a (1)ply TRUSS (10)10dx 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 NAILS & (18)4"x$' TAPCQNS (2)ply TRUSS (12) 16d x 12" NAILS (2)ply 1900 (2)ply 1900 (2)1.75'x9.25" LVL wl(18)10d x 12" NAILS OR .O H10A 1015 H10A 1340 RH10A (2)ply TRUSS H10A-2w/(18) 10d x 12j" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d El PLATE HTS20 wl(24)10d x 1-'T' NAILS FRAME TO FRAME 1245 1450 HEADER SUPPORT # JACKS/KINGS REVD. @ OPENING OPENING SIZE TO POST: SIMP, HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5xl l.25 j (2)HTS20 w/(24)10d x 1�' NAILS �.. 0 NAILS & (18)4'"x2f" TAPCONS CSI o A ED ON MASONRY: SIMP, META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 0 H2.5A wl(10)8d FRAME TO FRAME 535 600 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d MTS12 w/(14)10d x 12" NAILS NAILS & (18)4"x22�'TAPCQNS ON MASONRY: SIMP, META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 El TO BEAM: SIMP. HUC410 w/(18)16d & GT wl(22)10d J'EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2) 1.75"x16" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d 5" EMBEDMENT NAILS & (18)4"x24" TAPCQNS aA�� CFG / BAD ON MASONRY: SIMP. META16 DRAFTING: HTT4 w/(18)16d x 22" NAILS & J" EPDXY ANCHOR w1SIMP. TO POST: (2) SIMP. HTS20 OR LSTA18 F 00A�� ON MASONRY: (2) SIMP. META16 a (3) 1.75"x16" LVL SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 W 10 p n 04c3m 49 HGT-2 wl(16)10d NAILS w/1" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 628p ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL EPDXY MIN. 5" EMBEDMENT UJ " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d 04 0 11 HTSM16 w/(8)10d NAILS & (4) a"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 wl(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAMIGT 833p1f 928plf 15 LSTA24 w1(18)10d NAILS CENTERED EACH STUD STUDS TO BEAMIGT 1235 1235 16 MSTC28 wl(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 LTT20B w/(10) 10d NAILS & " EPDXY ANCHOR w/SIMP. SET 18 EPDXY MIN, 7" EMBEDMENT MIN. 7"EMBED.-AT LVLIPL COLUMN TO FTG. OR CMU 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS HTT4 w/(18) 16d x 22" NAILS w $" EPDXY ANCHOR vv/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1")#10x12" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 11" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-114" TITEN S FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50110 W/ (63) 16d NAILS IRDER TO COLI BEAN 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 114'x2-314" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT: 1810 24 HUS26 TO LEDGER WI(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 WI(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B wl(10) 10d NAILS &J" EPDXY ANCHOR wISIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 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 wl 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 WISIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSSIBEAM 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 TRUSSESIJOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY wIPLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKSIKINGS 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) 10dTOENAILS 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. WF081SD4. 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. WF091SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS, SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 4 ••• �' I TO BEAM: SIMP. HUC48w/(14)16d NAILS H2x8 (2)2x8#2 SYP TO MASONRY: SIMP, HU48 OR HUC48 B2x8 WITH 1/2" FLITCH wl(6)10d NAILS & (14)4"x224" H2x10 PLATE TAPCQNS Z ar• ON MASONRY: SIMP. META16 H2x12 2)202 92 SYP w12" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 CM 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"x$' TAPCQNS d ¢ 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 & H5.501.25 (2)2x12 92 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d H3x12 PLATE NAILS & (18)a'x2*" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REVD. @ OPENING OPENING SIZE TO POST: SIMP, HTS20 OR LSTA18 0+ J JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5xl l.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP, HU410 OR HUC410w/(10)10d �.. 0 NAILS & (18)4'"x2f" TAPCONS CSI o A ON MASONRY: SIMP, META16 CO) 0 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w1(18)16d & Z (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W>_ NAILS & (18)4"x22�'TAPCQNS ON MASONRY: SIMP, META16 O ~ ~` TO POST: SIMP. HTS20 OR LSTA18 [ TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCQNS aA�� CFG / BAD ON MASONRY: SIMP. META16 DRAFTING: TO POST: (2) SIMP. HTS20 OR LSTA18 F 00A�� ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL QC CHECK: CC Z 2 * NAIL TOGETHER USING (3) ROWS OF 12d NAILS W @ 6" O.C. EACH SIDE p n 04c3m 49 Cn TO POST: (2) SIMP. HTS20OR LSTA18 W ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL S4.1 UJ " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d 04 0 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 200 OR LARGER. MIN, 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY wIPLAN 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) 4 ••• �' I 16d NAILS H2x8 (2)2x8 #2 SYP Wl " FLITCH PLATE ATTACH KING STUD TO HEADER wl(8) Z CO 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w1(10) Z ar• 16d NAILS H2x12 2)202 92 SYP w12" FLITCH PLATE ATTACH KING STUD TO HEADER wl(10) CM 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 wl(8) d ¢ 16d NAILS H3.5x9.25 (2)1.75'x9.25" LVL ATTACH KING STUD TO HEADER wl(10) .O 16d NAILS H5.501.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER wl(12) I- 00 16d NAILS H3x12 (3) 2x12 92 SYP w/ 17" FLITCH ATTACH KING STUD TO HEADER wl(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REVD. @ OPENING OPENING SIZE SEEP LAN FOR WALL WIDTH 0+ J JACKS @ EA. END KINGS @ EA. END 1'0"TO 3'11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE ASA TRUSS DESIGN. 2. TOP PLATE HEIGHTS MARY. 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. WI 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 XGYPSUM 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 TB011SD2 FOR MORE INFORMATION. BUILDER. NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---- STOP ---- AND CALL THE ENIGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15132" OSB (WITH SHINGLE), 518" 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. 15182" 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 WF101SD4 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 JOISTITRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD NOTES: 1. FLOOR JOISTI TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT, 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C.IBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. UQ##16-2350 NOTES & CONNECTOR LEGEND. 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. S IN61111 Z O N IL p� W W :j 0111111///// r "'�� <t W 4 ••• �' I d. co Z CO ci a 1y =CDN W Z ar• 0 d 0: 2 : Q C CM CLz Z m �- O r Ute <t Z C"1 W 0 O CLz 0� U �- d ¢ U r t7 z c .O < .1 0 C4 11 O I- 00 Z Uj W z J 0 0+ J Ujw U_ co �.. 0 CSI o A CO) 0 F__j Z AC' a z W>_ O ~ ~` w a [ c1) rn W� w aA�� CFG / BAD W DRAFTING: F 00A�� Z z C) QC CHECK: CC Z 2 0 W SCALE: AS INDICATED p n 04c3m 49 Cn DATE: 08/0912016 W Cn � q 0 S4.1 UJ 0 04 0 J z Pk cl w O 2 0 ~ 11' a W W 0 Z.} Ute Z C"1 W (h O CLz z < .1 0 C4 11 O I- 00 Z (3 r W z J 0 0+ J Ujw z � CSI o A LoC F__j Z z W>_ O ~ ~` w a [ c1) STRUCTURAL ENG: CFG / BAD 0 DRAFTING: F -STRUCT: TNT Cn QC CHECK: CC JOB No. TM - 2152853 SCALE: AS INDICATED � Cn DATE: 08/0912016 W Cn S4.1 0U J08 J09 J10 J11 J11 J10 J09 J08 STRAPS J08 J09 J10 J11 J11 J11 J10 J09 J08 ROOF FRAMING PLAN ifZW31101 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR [� WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2, AT ALL WINDOW/ DOOR OPENINGS 0 2ND FLOOR, CONTRACTOR TO FOLLOVV THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS061SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR C SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS071SD5 (STRAPS CK SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR ' z SHEATHING IS NOT CONTINUOUS) 0 T N 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS091SD5 U.N,O. [L 01� C) LU U) EXTERIOR FRAME MALL w SCHEDULE (TAYLOR MORRISON) � WALLS 1111JITH PLASTER OR STUCCO FINISHES � WALL HEIGHT STUD &SPECIES SPACING SPACING INTERIOR ZONE END ZONE 814" 2x4 SPF #11#2 16" O.C. MAX 16" O.C. MAX � Uj U, 9'-0" 2x4 SPF #11#2 16" O.C. MAX 16" O.C. MAX M J 9'-4" 2x4 SPF #11#2 16" O.C. MAX 16" O.C. MAX ui LL * / Od 10'-0" 2x4 SPF #11#2 16" O.C. MAX 12" O.C. MAX �\f � e•ee •••2'�i�� � (000 EXTERIOR FRAME WALL NOTES Q 'A O cc* < --� Ot .. 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED G_t TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR Vie•. •.•• �� < w REQUIRED STUD SPACING.�� m 9 2. SEE DETAIL WF101SD4 FOR REQUIRED WALL SHEATHING THICKNESS ����/111111P1LL & NAILING PATTERN. J 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 0 REVIEW OF EXTERIOR STUDS co 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE J MIN. SPF #1192 a@ 16" O.C. U.N.O. ON FRAMING PLANS C- oak ,co o 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #11#2 STUDS ONLY. p 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO T - FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. < 0 a ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B tLU(n —41 E z 0 It 0. U J w Cs 0 a o a- N 00 � °. cn 04�°'�' o 0� z_ ... 455 �.�.. < F 0 0 0� WAC 2 wC w 0 r Cl) z a W 0 z Q z 0 C4 a F- oa z (3 V - w Z—p 0 d X 0 'cc 0 � 0 0 04 • 0 j z W z W 0 V) 0 a OC co) n STRUCTURAL ENG: CFG 1 BAD U DRAFTING: F- -STRUCT: TNT C+n J QC CHECK: CC v,�}iLD/yG JOB No. TM - 2152853 USANF-,ORD W SCALE: AS INDICATED WDATE: 0810912016 UI SEE PAGE S4.1 FOR NOTESA D CONNECTOR� �►� NATE. N LES EN D #15 -2350 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF UWR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MANTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" (METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL WI 3000 OVER COURSES NOT REQ'D 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) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS MASONRY & (4) 10d X 1 J CL LU 0 cD W ry z 0 - TYPICAL TRUSS ANCHOR PER PLAN -- PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED - STANDARD 90 DEGREE HOOK - TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. wl (1) 95 DI A. REBAR { „ * �� STD. 90 DEGREE ANGLE 3000 psi oe rs �. CONC. w/ (1) #5 DIA. REBAR TURNED SIDEWAYS. ' CORNER AS REQ'D INDICATED IN a MASONRY WALL W/ '- 11.611 2231 3069/3069 6113/6113 8974 /8974 10000 1 10000 SIMPSON HUS26 HANGER BEND 0 NO -SHEAR WALL AT [OPENING LINTEL, #5 TO BE ' ' TYP( AL SHEAR WA L SEGMENT 0" HOOK 1-3/4" TAP CONS INTO 111311 MASONRY & (4) 10d X 1 1 112" NAILS INTO HEADER, 17/8 HOOKED INTO L.,,::: y.+ 10d STAGGERED @ 6" O,C. 2 114 41/4 91/4 18 #4 2 112 DOOR OR WINDOW OPENING ;;r ^• SIDE VERTICALS " 3 55/9 121/2 MAX. OPENING 6 FT . 31/8 7 l 25 33/4 7 151/2 30 #6 3 314 81/161 i!■..r• .^i. ir.wi■ "..: 8 1115 181/2 36 I- 4 3/8 9 13/16 16 1/2 35 5 1/4 9 13116 21 314 42 z A- 1 i 0 C jcc 11 .7: J z LL 0 0 � J ■ s ,� r ,, 4 !+ 49. I J < 'L1 0 1 cc BOTTOM STEEL IN LINTEL IF t I U INDICATE- SHOULD HOOK INTO VERTICAL CELLS * +'• ' J + LL W + ROUGH OPENING PER PLAN 0 H � 1'- >yI "� Ili - TYPICAL TRUSS ANCHOR PER PLAN -- PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED - STANDARD 90 DEGREE HOOK - TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. wl (1) 95 DI A. REBAR { „ * �� STD. 90 DEGREE ANGLE 3000 psi oe rs �. CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 314'= V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO ..i*.+L.';.i: �.i- '•�'+'':,A wr. • F tr+.V. 4F �S. .a,ti ci'�C t.,�+.. y '!r 11�'r:rS .*+}-' ' i. rr•,: 'rr 4 �'�'• 'f Y rti tr •u. ,r:j',.j� '// •�•,ti� � � .S j } r¢ :':1 r �{„°. +f.1i '� - nr*.':.-._,#••':i :! ,•+M�'•_.•�r.:'V`.?'+l r:q r, •• •,w , j;`.}. �1 .i.r•tr ` i' ''ti .i..y�P�,, .S �� 4' ��:•';"'aM} •k` ,�� r�. ,L" +; .1a;1• t, T P R, PLAN `'. tri., ;; r, L•y ; ,y. •. :'.." .i1 ��•tir" ,;4. ,,e• �k r'rr ` ;'L�:: r •� r ti r rr •! • TRANSOM OPENING . ry` RAME INFILL AROUI A WIN DOW BY BUILDER ''t °�? SEE FOUNDATION PLAN FOR FILLED CELL SEE WF01/SD3 FOR 1 MORE INFO '� ' INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. TURNED SIDEWAYS. GRADE 40 FIRST PLY 2X8 TO a MASONRY WALL W/ '- 11.611 2231 3069/3069 6113/6113 8974 /8974 10000 1 10000 SIMPSON HUS26 HANGER BEND 0 NO -SHEAR WALL AT [OPENING r ' ' TYP( AL SHEAR WA L SEGMENT IID11 1-3/4" TAP CONS INTO 111311 MASONRY & (4) 10d X 1 1 112" NAILS INTO HEADER, 17/8 2ND PLY TO 1ST PLY W1 L.,,::: y.+ 10d STAGGERED @ 6" O,C. TYPICAL MASONRY CONSTRUCTION SCALE: 314'= V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO ..i*.+L.';.i: �.i- '•�'+'':,A wr. • F tr+.V. 4F �S. .a,ti ci'�C t.,�+.. y '!r 11�'r:rS .*+}-' ' i. rr•,: 'rr 4 �'�'• 'f Y rti tr •u. ,r:j',.j� '// •�•,ti� � � .S j } r¢ :':1 r �{„°. +f.1i '� - nr*.':.-._,#••':i :! ,•+M�'•_.•�r.:'V`.?'+l r:q r, •• •,w , j;`.}. �1 .i.r•tr ` i' ''ti .i..y�P�,, .S �� 4' ��:•';"'aM} •k` ,�� r�. ,L" +; .1a;1• t, T P R, PLAN `'. tri., ;; r, L•y ; ,y. •. :'.." .i1 ��•tir" ,;4. ,,e• �k r'rr ` ;'L�:: r •� r ti r rr •! • TRANSOM OPENING . ry` RAME INFILL AROUI A WIN DOW BY BUILDER ''t °�? SEE FOUNDATION PLAN FOR FILLED CELL SEE WF01/SD3 FOR 1 MORE INFO '� ' INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. LINTEL W/ TRANSOM DETAIL (2) 2X8 WOOD HEADER TURNED SIDEWAYS. GRADE 40 FIRST PLY 2X8 TO BAR SIZE MASONRY WALL W/ '- 11.611 2231 3069/3069 6113/6113 8974 /8974 10000 1 10000 SIMPSON HUS26 HANGER BEND 0 LENGTH LAP SPLICE sa • : _.,' MATT cx EA. END. W/ (6) 3/16"0)( 11011 47/ IID11 1-3/4" TAP CONS INTO 111311 MASONRY & (4) 10d X 1 "D" 112" NAILS INTO HEADER, 17/8 2ND PLY TO 1ST PLY W1 L.,,::: y.+ 10d STAGGERED @ 6" O,C. 2 114 41/4 91/4 18 #4 2 112 DOOR OR WINDOW OPENING ;;r ^• 20 3 55/9 121/2 MAX. OPENING 6 FT . 31/8 7 l 25 33/4 LINTEL W/ TRANSOM DETAIL (2) 2X8 WOOD HEADER SCALE: 314 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF, STEEL (INCHES) TURNED SIDEWAYS. GRADE 40 FIRST PLY 2X8 TO BAR SIZE MASONRY WALL W/ '- 11.611 2231 3069/3069 6113/6113 8974 /8974 10000 1 10000 SIMPSON HUS26 HANGER BEND 0 LENGTH LAP SPLICE sa • : _.,' MATT cx EA. END. W/ (6) 3/16"0)( 11011 47/ IID11 1-3/4" TAP CONS INTO 111311 MASONRY & (4) 10d X 1 "D" 112" NAILS INTO HEADER, 17/8 2ND PLY TO 1ST PLY W1 13'-4" 0 32810 1234/0 177910 2662/0 10d STAGGERED @ 6" O,C. SCALE: 314 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF, STEEL (INCHES) PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH 11.611 2231 3069/3069 6113/6113 8974 /8974 10000 1 10000 LAP SPLICE BEND 0 LENGTH LAP SPLICE 4'-0" 860 1651 1 1349 5365 / 1999 734213123 10000/4249 MATT IIXAII 11011 47/ IID11 IIAII 111311 J.C", "D" 43 17/8 41/4 13'-4" 0 32810 1234/0 177910 2662/0 15 2 114 41/4 91/4 18 #4 2 112 5 518 91/2 20 3 55/9 121/2 24 #5 31/8 7 Ill 3/4 25 33/4 7 151/2 30 #6 3 314 81/161 14 30 41/2 8 1115 181/2 36 47 4 3/8 9 13/16 16 1/2 35 5 1/4 9 13116 21 314 42 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0 m Q0 0) 71-41' 0 b LINTEL PLAN. {�'� TYPE DESIGNATION 0 8RF14-OB11T 8F16 -01311T 1-112" CLEAR 8F20-1 B1l T czar #5 REBAR AT TOP MIN. (1) REQ'D H 8F20.0B/1T C) J .'. < < f C.M.U. 8RF22-lB11T � � GROUT 8F24-1B11T 95 REBAR AT BOTTOM OF LINTEL CAVITY 0 8RF22-0B/1T -BOTTOM REINFORCING PROVIDED 7-518" ACTUAL IN LINTEL (VARIES) 8F24 -013/1T 811 NOMINAL WIDTH 8RF30-1B/1T FILLED 0 8F32 -113/1T 1-1/2" CLEAR 8RF30-OB11T M w 8F32 -0B/1T 0 T JEr #5 REBAR AT TOP MIN. (1) REQ'D c�< < C.M.U. 8F38-1B/1T 00 �4'0 8F12 -1B/1T 08F4a -aB11T q'---*` BOTTOM REINFORCING PROVIDED 7-518" ACTUAL IN LINTEL (`ARIES) 0 8F8 -0B/1T 8" NOMINAL WIDTH UNFILLED SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL (BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED, 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EO 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. it ' �" , * '••• 11 #5=211 A 4L �' •+�., ,,� , 1 • •+BTI• + Y LAP SPLICE EMBEDDED STANDARD 90' HOOK fffiMOD 18+0` HOOK DQ REBAR SPLICE DETAIL SCALE: WV= 1'-0° COPYRIGHT NICD 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. SANFOItD #1 6 ` 2 350 ;10 1 111 LU 10 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-OB8F16-1B 18F16-0 W24 -11318F24-013 8F32 -11318F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS, U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA. END 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY, VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D, 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS, MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 11.611 2231 3069/3069 6113/6113 8974 /8974 10000 1 10000 T-2" 1783 3069/3069 6113/5163 897418054 100001 10000 2'-8" 1343 9693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 21651 1969 611312931 8672/ 4576 1000016224 3'4" 1006 1663/1349 5365/1999 734213123 10000/4249 4'-0" 860 1651 1 1349 5365 / 1999 734213123 10000/4249 4'-6" 710 1423 / 1105 4360 / 1631 6036/2549 8328/3470 5'-211 570 12321 1232 3480 / 2580 836013586 8825/4592 6'-2" 488 991/991 2661 12143 5681 /2698 6472/3685 7'-011 416 752/699 18431 1625 3486/2602 639013302 8'-0" 354 726/699 18431 1625 3486/2255 62051 2885 9'-211 315 6181535 15331 1247 2781/1946 4754/2489 10'-0" 292 5671454 13661 1277 24231 1770 4006/2263 101-811 277 492 /352 12541 1132 2193/1567 3552/2003 11'-2" 255 471/352 10751 1075 1838/1567 2883/2003 12'-0" 239 4181297 10751 1045 1838 / 1446 288311848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 32810 1234/0 177910 2662/0 141-011 0 29210 1160/0 1660/0 2439/0 161-0" 0 28410 95010 137910 199710 MATERIALS 0 21110 75010 117710 167610 18'-811 0 114210 59810 1114/0 146810 1. f'e PRECAST LINTELS = 3500 PSI. 2. f'c PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W1 MAXIMUM 318" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7132 WIRE PER ASTM A510. 20'-0" 0 18010 59810 102410 1441/0 20'-8" 0 145/0 55010 981/0 137610 22'-8" 0 110/0 45010 82410 114710 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B18R6-0B 8R14-1B/8R14-0B 8R22 -113/8R22-013 21-4" 16941 1694 372513280 5499 /5421 2'-8" 14251 1425 334313280 493314933 3'-011 12301 1230 2769/2769 408514085 T-411 10811920 276911716 408512839 4-4" 846/833 2121 / 1716 312712839 51-411 6641572 1761 1 1761 259512595 64" 5261434 1539 /1539 1329/2267 7'4" 4801322 13341 1334 1964/1552 8'-4" 1 4151235 11521 1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. LINTEL DESIGNATION ,'SCHEDULE MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT 1 U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR BOTTOM OF LINTEL CAVITY 8F16 -1B 1T OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 8RF6-11311T (D 8F8 1B11T''`-QUANTITY �1: I 8RF14-1B/1T O 8F16-1B11T i r W 71-41' 0 b LINTEL PLAN. {�'� TYPE DESIGNATION 0 8RF14-OB11T 8F16 -01311T 1-112" CLEAR 8F20-1 B1l T czar #5 REBAR AT TOP MIN. (1) REQ'D H 8F20.0B/1T C) J .'. < < f C.M.U. 8RF22-lB11T � � GROUT 8F24-1B11T 95 REBAR AT BOTTOM OF LINTEL CAVITY 0 8RF22-0B/1T -BOTTOM REINFORCING PROVIDED 7-518" ACTUAL IN LINTEL (VARIES) 8F24 -013/1T 811 NOMINAL WIDTH 8RF30-1B/1T FILLED 0 8F32 -113/1T 1-1/2" CLEAR 8RF30-OB11T M w 8F32 -0B/1T 0 T JEr #5 REBAR AT TOP MIN. (1) REQ'D c�< < C.M.U. 8F38-1B/1T 00 �4'0 8F12 -1B/1T 08F4a -aB11T q'---*` BOTTOM REINFORCING PROVIDED 7-518" ACTUAL IN LINTEL (`ARIES) 0 8F8 -0B/1T 8" NOMINAL WIDTH UNFILLED SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL (BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED, 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EO 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. it ' �" , * '••• 11 #5=211 A 4L �' •+�., ,,� , 1 • •+BTI• + Y LAP SPLICE EMBEDDED STANDARD 90' HOOK fffiMOD 18+0` HOOK DQ REBAR SPLICE DETAIL SCALE: WV= 1'-0° COPYRIGHT NICD 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. SANFOItD #1 6 ` 2 350 ;10 1 111 LU 10 d dN yj �• •% /G i O (0 co W p '4 1 1 'A t• 0,60x01 !_ a� eZ '6 O p U z L) Tj 1 } CLIN J �� OF �� o 0 1 FW r) �r f///1111110��``` m L Z d dN z W p '4 1 1 'A t• 0,60x01 06 C 04 "10P z L) Tj 1 } CLIN J W o In �0 " 1 r U°•a W ..l Z ~ z a+ n 1 Z 1 W i r W k a r 1 1 � � ? z 1 i 0 C jcc 11 J z 0 0 � J s LU 0 1 cc t C%1 CIS .JZ H J W LL W .O0 0 H � 1'- >yI "� Ili JJ 1 STRUCTURAL ENG: CFO 1 BAD k DRAFTING: 1 *1 -STRUCT: TNT i i QC CHECK: CC JOB N0. TM - 2152853 SCALE: 1 AS INDICATED 1 DATE: 0810912016 S1 5 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER w TIE BEAM SPLICE TO TIE BEAM SPLICETO1/2" J -BOLT W1 MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING BE MIN. 25" GROUT `I� BE MIN. 25" GROUT � PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE < CELL SOLID CELL SOLID REQ'D MIN 4" BELOW MASONRY WALL :.1j MASONRY WALL .. W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" SEE PLAN ~" I SEE PLAN < FOUNDATION PLAN COVER TYP. 1-1/2' COVER TYP. CONC, SLAB PER 2 1/411 FOUNDATION PLAN CONC. SLAB PER E - CONCRETE SLAB PER CONCRETE SLAB PER w "•11 CONCRETE SLAB PER W uj w FOUNDATION PLAN W FOUNDATION PLAN '� FOUNDATION PLAN r J FOUNDATION PLAN � z 2x PT SILL PLATE 2x P.T. SILL PLATE D VARIES7 „: d a ft eL ,, .� . SEE PLAN a • . ,+, , ^ ,...••••` ; " "' • +r .. �: �, .. ,. , •+d • ' i '+ 91J • A • ,I'i 00 Q r .4'. * .1�I �w� •• • 7 .• ' .tom'' u ■ „ GRADE h _ I I : ,. x ` 1 GRADE u/J r - . *r i0' r M e■' — — - _ I I "`''+ ;' ,, f' I I _ -.I �- _r' 1456 •• ,�• 0 • +'• .r 4 r ' — I _ - _ I _—_— — I I— I I —I _ _ -I I I • I I—I I I=1 I # ` ' .'' Y' C- _ •:. *' - ?--_ — e`r'wrAr — — — 'd Q I i* ,■ - I LL —811 �j I I I I I'— �----I I— I - - - _ _ _ i '�. ��l�—�I I I LSI I ---I 11--I I I I I II I I. 11=1I I— I ' - I ' F•- �' 11 �1 I I I I �'I 11 I I' '1' W (2) #5 BARS CONT. (2) #5 BARS CONT -" ��II-- �"*-- CLEAN COMPACTED 16" 811 811 W/ 3" COVER TYP. 3 V CLEAN COMPACTED W/ 3" COVER TYP. �' COVEF� FILL @ 95% STANDARD CLEAN COMPACTED o 2 #5 BARS CONT. w1311 CLEAN COMPACTED 2 #5 BARS CONT. w! 311 CLEAN COMPACTED p FILL @ 95% STANDARD 1 411 DENSITY FILL 95% STANDARD U () 811 811 FILL a@ 95% STANDARD () FILL C@ 95% STANDARD 1' 4" DENSITY DENSITY m COVER TYP.; AT q 11 DENSITY COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE SHALL BE T-4" WIDE w/(3) #5 BARS SHALL BE T-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 2a" WIDE W fr X'FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING AF0 NON-BEARING SLAB STEP DOWN F DOUBLE STEP FOOTING 4FO%BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING LL 3/4"=11-011 3/4"=1'-011 3/4"=1'-01, 314"=11-0" 3/4"=1'-0" 314"=1'-0" U 10N d i/ LSI I IL ( ,�\�J .. •.•'PYA. �e,, �, 1� 00 OPT, MASONRY CURB Ci �t� c ELEV. 0'-011 w/ (1) #5� Q•S 2 VERIFY W/ DETAILS FOR REQ'D VERIFY W1 DETAILS FOR REQ'D . It T- OS .•� � � CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w � 2v 'Z = °"'° J 11 SLOPED GROUT TO w '> v�: OPTIONAL CURB BY e DRAIN ry MASONRY WALL '•••• .•' +� z II BUILDER MIN. 24" BEFORE ;.�.'I, . �• . `' SEE PLAN ' W � ~ •� ��5e�`� J3 11 CONC. SLAB PER 811x12° THICKENED ANOTHER STEP ':�, s , . • . ;" '. ' SLOPE . CONC. SLAB PER (1) 45 FROM FTG. TO ���l�i�ii>I9a��e��L- CONC. SLAB PER FOUNDATION PLAN SLAB wl (1) #5 CONT , •' '� ' ` �'' ' •� •� .• FOUNDATION PLAN TIE BEAM MIN. 25" 0 811 FOUNDATION PLAN w/ 3" COVER TYP. '' 1 ' . ' . #5 CONT. ER MFG SPLICE GROUT CELL W ;t. REINFORCEMENT SEE '.: •: GRADE [t ,.+ • , • ', �.' �' a taI ' ' bl,I FOUNDATION PLAN ;' x SOLID PER PLANS I *►,,,,,.'" *' •.' — — y.; "• • — = c, �' W w • ''`'1' '+ FOR QUANTITY I. 0 '---- I I— — QD a I' ., :.� • ' "' ' + — ,• +� �•� ....,.: w'�,� '� THRESHOLD PER MFG Lu *. ' • *. cn ,, , .I. # "* -s� .. ` �' 95 x 25" x 25" CORNER 4s •'r �y■ — + +; ;, '.. BAR, ONE FOR EA. u *, •4 l c`ry : I, e.; *0;' ar .a".+ ,~• . I HORIZONTAL U I� I III I I� �" ... tl y� -..-T-;. . , .-- — 8 •: * . j■' CONC. SLAB PER w I 1=•�= U - 00 1I . , " —Q11 411 — -1I_ I _ _ d Ay, ''�r' 'J�.• ;, — 1 4 "I REBAR, TYP. U.N.O. FOUNDATION PLAN [>✓ r I I — — _ p '� r 1=1 •i*.. + , I I w , i, .rrr.�lir r� Cpl •�1 1 !•�-� � ^� ; i • y' c+') '' R ry III I I ' Cr � i e hl 'PIP (2) #5 BARS CONT. ,:. --- SLOPE W/ 3" COVER TYP.; 1' 411 I— I I— I I-III=� (2) #5 CONT. w/ 3" '.: �' *, W , 2 -STORY CONDITION p 8 (2) #5 CONT w! 3'I — 16" MIN.— COVER TYP. Oct MFG 7` ;^~ 3 5 BARS 1'1011 a.� (2) #5 BARS CONT. m COVER TYP. _T I 1 _. _ — • SLOPE EXT. SURFACE k # `� �t U W/ 3" COVER TYP. "-'� (2) #5 BENT BARS wl OR GRADE 1/4" PER WIDE FOOTING2U z CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM CLEAN COMPACTED U 0 BUILDING FILL @ 95% STANDARD C3 WHERE 2ND STORY OCCURS, FTG FILL 95% STANDARD DENSITY DENSITY V) � 0 SHALL BE T-4" WIDE W(3) #5 BARS ELASTOMERIC JOINT Z FILLER C Ild to C FO FOOTING SHOWER AT MASONRY FO THICKENED EDGE 4FOkTYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL A"F1 FOOTING AT INTERIOR BEARING WITH CMU 314"=1'-a" 314"=1'-0" 3/4"=1' 0" 3/4"=1'-0" 31411=1'-011 314"=1'-0" t L t I: © FILLED CELL PER PLAN WOOD POST PER PLAN� FOR SIZE AND BASE F 411 CONNECTION C GARAGE TOP COURSE TO BE • CHAIR BLOCKS. ----_--.I ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION • CONC. SLAB PER CMU BASE wl (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL I@ EACH L BEYOND CORNER. SEE FLR. •. PLAN FOR BASE SIZE DRIVEWAY BY SEE FOUNDATION FOR o BUILDER- CONCRETE PAD SIZE ' w L OR PAVERS I :S M' i • d • CONC. SLAB OR w t ,• " - PAVERS PER PLAN O u t —CLEAN COMPACTED x FILL @ 95% STANDARD DENSITY ,` �"4' •' t 8" x 8" THICKENED _I 11= a : i.: �::..�+.„!,.� ...� .I.'.3: L 8" 3" COVER TYP. do EDGE w1(1j #5 CONT. CLEAN COMPACTED f - 1- -- �' :: FILL @ 95% STANDARD DENSITY F1 THICKENED EDGE a@} GARAGE DOOR 4F1kFOOTING ENTRY MASONRY COLUMN NOT USED 31411=1'-0" 314"=1' 0" C t TOP (2) #5 x 4' 0" PVC OR SCH40 SLEEVE CENTERED AT PIPE P PEN TRATION L ;•' ' a 4 B 8" CMU TCP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE '�'j j� .-. "—` �s:• FINISH PER ELEV: CENTERED AT PIPE 1 III IfI—II CONC. SLAB PER FOUNDATION PLAN 811 C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV. I •I . •, �} —III! � d !� e PENETRATING FINISH FLOOR °O —� i �� RADE PIPE PENETRATING PIPE I I I— I (--- I I I- ., ,�� ,•r _ » . :•• ~:' SEE FDN. 4 PLAN FOR LOOP TIE (TYP.) — ' '°; ;d"' — —I SIZE & REIN F. I- L ,: .•r' '* III _..' �: — PIPE PERPENDICULAR TO FNDIII L C PVC SLEEVE MIN. —MI I —_ 1 FOOTING PER PLAN TOP (2) #5x 4-a a = =1 CENTERED AT PIPE PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -I I --III-- I �- 'I�= II I I —III PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I I I - THAN THE f FILL @a 95% STANDARD _III-- = SEE FDN PLAN PENETRATING PIPE FIDE VIEIJ' DENSITY 1=T— FOR SIZE PVC SLEEVE & REINF. (FRONT VIEWS — I� ;III III I II 9ANFORO PIPE VERTICAL THRU FDN r ,+, F1 TYPICAL FOUNDATION PENETRATIONS -III--— r NOT USED 3/4"=1' -al PIPE PARALLEL TO FND #16-2350 COPYRIGHT MCD 20'14: 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 VUMR & ASSOCIATES, LLC is strictly prohibited. 01 r .� Z � Q) z W a°'g? 0 1....1 lit z rH� tP— �0�a Z RG *"4 Il C O d a1 100 hC 9, II LIJ 0 n E—I- z 0 o 3 �LU w * IW O LL CIS t � r 01 SD1 z 7 0 04 �1 z 0 0 J 3 �LU w to 0000 ••17.117• 0 F.. III %r 0 � C i STRUCTURAL ENG: CFG l BAD DRAFTING: i -STRUCT: TNT QC CHECK: CC [ - JOB No. TM- 2152853 J SCALE: AS INDICATED DATE: 08/0912016 r SD1 n PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL ■ p OF OPENING VERTICAL REINFORCEMENT DETAIL I/QDO!h GARAGE BUCK DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W1(2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7116" OSB WI (2) 8d NAILS 7116" OSB EA. SIDE, W1 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 112"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS IfiFO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0, C. MAX. TYP. TRUSS T( CONNECTION CONNECTION I EXT. SHEATHIr ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD: OIC 2x P.T. PLATE 112" x 8" A.B. OF HD @ 32" O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK OI COURSE WI (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 314"=1'-0" 2x6x 12 P.T. CENTER ENTIRE COLUMN TO BE GROUT FILLED w w M ': 3I8" DIA. ANCHOR ,• : '. U.N.O. STRUCTURAL 0-1LUI THREADED RO STRUCTURAL (1)#5 VERTICAL IN <. (D 1 SCHEDULE. Or ti GROUT FILLED CELL (IF OSB WI (2) 8d INDICATED ON GARAGE WALL REQ'D PER PLAN) a °C w y r WALL TO BOTTOM OF MASONRY WAI 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING NOTE: SEE MD08 ON > pQp WALL SCHEDI (5) 318" DIA. J -BOLT W1 LINTEL PLAN FOR 5-112" EMBED, AT EA. r DOOR BRACKET, EA. ADDIT'L REBAR INFO SIDE OF DOOR. CONNECTION PROVIDE 1-112"x 3116" WALL SCHEDI THICK WASHER W/ EA. VERTICAL REINFORCEMENT DETAIL I/QDO!h GARAGE BUCK DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W1(2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7116" OSB WI (2) 8d NAILS 7116" OSB EA. SIDE, W1 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 112"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS IfiFO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0, C. MAX. TYP. TRUSS T( CONNECTION CONNECTION I EXT. SHEATHIr ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD: OIC 2x P.T. PLATE 112" x 8" A.B. OF HD @ 32" O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK OI COURSE WI (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 314"=1'-0" 2x6x 12 P.T. CENTER SEE PLAN FO BUCK FRAMING INF( 3I8" DIA. ANCHOR 2x4 #2 SYP BLO CENTERED STRUCTURAL TO MASONRY NOTES; THREADED RO STRUCTURAL PLAN I BEARIN SHEATHING ON BOTH SCHEDULE. Or ti REQUIRED WH OSB WI (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MI BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAI 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, WALL SCHEDI (5) 318" DIA. J -BOLT W1 N16d NAILS @ 16" O.C. 5-112" EMBED, AT EA. TOP OF WALL TO DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-112"x 3116" WALL SCHEDI THICK WASHER W/ EA. W ANCHOR. (1st BOLT TO 4. BE 8" MAX. ABV. CURB, AT BASE ARE REQ'D REST EQ.SPACED (1) 2x OR (2) 2x BUCK rv24 O.C.) PT BASE PLA Z-0" — LINTEL (SEE PLAN) 7116" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B ARCH PER ELEV (2) - 8d EACH END END 'VI EW wl CMU HEADER (SEE PLAr 7116" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w1 WOOD 314 "=1'-0" SEE TYPICAL HEADER =RAMING DETAILS FOR 4DDITONAL NFORMATION HEADER CAN BE =ITHER UPSET OR )0WNSET) ?x WI (2) 16d TOE NAILS wACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL wl SINGLE TOP AND BASE PLATE wl (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 wI 3000 psi CONC. wI(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w13000 psi CONC. wl(1) #5 REBAR VERT. VERIFY wl PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED" TITEN HD ANCHORS vv/ MIN, 1 J" EMBED, FOR HOLLOW BLOCK OR 3 " EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR J" x 4" TITENS w1 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 N_(2) 2x TOP PLATE (2) 2x PLATE --' I ?x4 SPF CONT. MIN. 2x4 SPF#2 KNEE -- WALL WITH STUDS @ 16" O.C. WI CHORD WITH (4) 10d (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF#2 KNEE WALL WITH STUDS @ 16" O.C. WI 2x4 #2 SYP BLO 3LOCKING ATTACH TO STRUCTURAL TO MASONRY NOTES; FOR BEAM SIZE,116„ STRUCTURAL 1. SHEATHING ON BOTH !?: ti SHEATHING ON BOTH OSB WI (2) 8d SIDES FROM TOP OF z 2. SIDES FROM TOP OF JAILS WALL TO BOTTOM OF PER PLAN) BUILDER FRAME WALL TO BOTTOM OF 16"OSB EACH SIDE, BEAM. ATTACHED PERRADIUS STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, AS REQ'D BEAM. ATTACHED PER N16d NAILS @ 16" O.C. NAILING SCHEDULE TOP OF WALL TO NAILING SCHEDULE F0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I AT TOP AND SP1 CLIPS ?x BUCKSL AT BASE ARE REQUIRED JCNFKNEEWALL AT DOWNSET BEAM N Al L SCAB TO TOP IF AJC IS SUSPE CHORD WITH (4) 10d FROM TOP CHO NAILS 2x4 #2 SYP BLO �— ADD 2x4 VERTICAL REQ'D @ TOP C TO MASONRY NOTES; SCAB IN EACH TRUSS ATTACHMENTS 1. 2x PT BUCKSINAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, !?: IF NO WEB IS PRESENT SUPPLIED BY A, FASTEN BUCK TO MASONRY Val (1) ROW OF 3116"X4" TAPCONS 6" FROM ' z 2. COMPANY IF OPENING PROVIDED O PER PLAN) (3) 10d NAILS TYPICAL MIN. 2x4 SPF 92 KNEE WALL wl STUDS @ 16" STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, AT EACH TRUSS GL SHEATHING FROM TOP OF WALL TO 2x4 'X' BRACE ACROSS 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x ATTACHED PER O LENGTH OF BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W W 4. SHEARWALL AT BASE ARE REQ'D ICI (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS NAIL SCAB TO TOP 2x4 #2 SYP RAT TBD BY BUILDER (FASTENING) ARE IMET CHORD WITH (3) 10d TOP AND BOTT( ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) a NAILS (2) BAY'S PAST � SPECS LOCATION. MIN 2x4 BLOCKING LAP WI (2) 16d N BETWEEN TRUSSES TO EACH TRUS; O H2~ TOENAILED TO EACH SIDE DOUBLE TOP PLATE wl LL 10d NAILS c7i 4" O.C. r STANDARDTRL TRUSS PER PLAN BOTTOM CHORI DOUBLE TOP PLATE FRAMED WALL PER r PLAN 314"=1'-0 PRE -CAST LINTEL PER W PLAN �. (2) 2x PT BUCKS wI 1I2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 114" x 4-112" TAPCONS; SEE NOTES FOR SPACING RATTACHMENT REQUIREMENTS T P A I 3116" x 3" 12" O.C. 1 " 2x8 3116" x 12" O.C. 112"=1'-0" SHEATHING PER PLAN TYP: TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1 < w O F - OR TITEN HD @ 32" 112"=1'-0" SHEATHING PER PLAN TYP: TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1 SHEATHING w 112" x 8" ANCHOR BOLT FASTEN PT 2x NAILER OR TITEN HD @ 32" O O.C. & 6" FROM EACHI TO MASONRY NOTES; ca 1. 2x PT BUCKSINAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, !?: 1 PRECAST LINTEL OR - FASTEN BUCK TO MASONRY Val (1) ROW OF 3116"X4" TAPCONS 6" FROM ' z 2. ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 112" MIN. FROM EDGE OF BUCK BUCKS LESS THAN 2x TO BE FASTENED WICUT NAILS OR EQUIVALENT, IF OPENING PROVIDED O PER PLAN) i 0 MIN. 2x4 SPF 92 KNEE WALL wl STUDS @ 16" STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, O.C. wI STRUCTURAL GL SHEATHING FROM TOP OF WALL TO ry 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x ATTACHED PER O NAILING SCHEDULE BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W W 4. O.C. @ EACH SUCCESSIVE BUCK MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME AT BASE ARE REQ'D ICI (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS W TBD BY BUILDER (FASTENING) ARE IMET L0 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) a ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S � SPECS z 112"=1'-0" SHEATHING PER PLAN TYP: TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1 SHEATHING 1 112" x 8" ANCHOR BOLT --- 2x #2 SYP SEE PLAN OR TITEN HD @ 32" (2) FOR BEAM SIZE O.C. & 6" FROM EACHI END 2x PT BOTTOM -- PLATE 1 PRECAST LINTEL OR - KNOCK OUT COURSE I �-- BUILDER FRAME MASONRY WALL L RADIUS AS REQ'D IF OPENING PROVIDED KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IFBO� A/C IN TRUSSES 314"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W1 (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A1C SUPPLIER CONNECTION TO BE SUPPLIED BY A1C COMPANY (2) 2x4 #2 SYP BLOCKING W1 SIMPSON A34 OR LUS24-2 EACH END 314"=1'-0" 314"=1'-0" A 2x STUDS 16" O.C. FOR KNEE WALL PRE -MANUFACTURED,— FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. &FRAME 2'-a" ABOVE A POINT C CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)1.6d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER TO TOP CHORDS OF TRUSSES BELOW WHEN �� OTHER STUD TO NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE BELOWAND CONNECT w/ HTS20 cl 7r 32" O.C. 2x4 FRAMED CRICKET E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24"FL GALVANIZED O.C. MAX, wl (4) lad �'" FLASHING NAILS TO BOTTOM F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) Rad NAILS K TO TOP CHORD; NOTE FRAMING DETAIL IF WALL HEIGHT IS G BETWEEN 4FT & 8FT DOUBLE TOP PLATE B , (4) R6d COMMONS USE 2x6 SYP #2 STUDS * * NAILED O EACH END SIMPSON H3, H4, OR H5 a0 EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING WI (2) H RAFTER I 16d COMMONS END 2x4 BLACKING WI (2) ; NAILED TO VERTICAL COMMON TRUSS PER PLAN OR CONY. FRAMING w/E 16d COMMONS END 2x4s J] STRUCTURAL SHEATHING PER PLAN AND ROOFVV NAILED TO VERTICAL � FINISH PER ARCHSFIN 2x4's CURVED ROOF TRUSSES PER PLAN OR CURVED G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPEN ING IF REQ'D d CHIMNEY FRAMING DETAIL 114"=1'-0" NOTE: ROOF SHEATH ING MUST BE APPLIED AND FASTENED TO BASE 314"=1'-0" 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 V'NMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &A FO DORMER FRAMING DETAIL KNEEWALL OVER MASONRY WALL RE. ELEV FOR O.H. . a w• CONC. SLAB - SEE FOUNDATION ' PLAN FOR MORE INFO 31411=11-01, PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO 3EE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM WI (1) #5 CONT. GROUT SOLID w d' WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV a' -a" VERT REINF. BEYOND �I MASONRY W PLANul�v,�c SEE DETAILS FORTFTG INFO ��'qA" O +'C) AgRTM 4116-2350 As' O TYPICAL ONE STORY CMU WALL SECTION 3/411=11 -Oil SSOCIATES, LLC is strictly prohibited. W ry SHEATHING z TYP. TRUSS TO FRAME CONNECTION PER f 7 STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE 1 (2) 2x TOP PLATE xBEAM 1 FORxSIZE (ONLY IF OPENING PROVIDED Z PER PLAN) i 0 MIN. 2x4 SPF 92 KNEE WALL wl STUDS @ 16" i O.C. wI STRUCTURAL 1 SHEATHING FROM TOP OF WALL TO U) Z�� BOTTOM OF WALL. �. ATTACHED PER O NAILING SCHEDULE -.1 OTHERWISE SP2 CLIPS •: AT TOP AND SP1 CLIPS W AT BASE ARE REQ'D KNEEWALL OVER MASONRY WALL RE. ELEV FOR O.H. . a w• CONC. SLAB - SEE FOUNDATION ' PLAN FOR MORE INFO 31411=11-01, PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO 3EE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM WI (1) #5 CONT. GROUT SOLID w d' WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV a' -a" VERT REINF. BEYOND �I MASONRY W PLANul�v,�c SEE DETAILS FORTFTG INFO ��'qA" O +'C) AgRTM 4116-2350 As' O TYPICAL ONE STORY CMU WALL SECTION 3/411=11 -Oil SSOCIATES, LLC is strictly prohibited. W ry y = z ..... f 7 Iddddd w ULI C-6� � Z 04 0 prAaa i 0 N � H i -- j _j n 2 0 9 U) Z�� A41 1 W��' O as IN is � W W 0 F•- o0 P4 s W 0cc0 L0 a rw y = i 0 N � H Z H J � W 0 �e s 0cc0 L0 a 19 W2 >a0 O H2~ a ! Qf LL r STRUCTURAL ENG: CFG 1 BAD DRAFTING: r -STRUCT: TNT 3 OC CHECK: CC - JOB No. TM - 2162863 j SCALE: 5 AS INDICATED DATE: 0810912016 SIMPSON F DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT, @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D I SYP42 OR BETTER TO BE CONT. @ THE TRANSITION FROM ----- WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE I I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. vvl (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — 2x4 BLOCKING@ EA. - OUTLOOKER (MAX. CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING CEILING NAILER AS - NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR REQ'D VIDE ADDIT7 AS REQ'D 9'4' < H614'-0" FOR ADDITIONAL INFO AS REQ'D &TRUSS STRONGBACK W1(2) 2x4 BRACE 16" O.C. TYP. SIMPSON A23 @ EACH A35 DIAGONAL TO P. BID. IS EACH END.AT 24" O.C. N '\V BRACE TO PLATE TRUSS BOT, CHORD PLATE CMU WALL PER PLAN GABLE END 0)_ VAULTED CEILING @ 6" O.C. 3 1/4" HOLD 1/2" J -BOLTS w/ CONT. 2x4 . END NAILS @ EA. PT 2<8 PLT., CANT. FOR 2x4 #2 SYP P.T. WASHERS (MIN. 7" @ 48" O.C. TO 3RD OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS CLG. NAILING SURFACE 10 EMBED) MIN. 6" FROM 2x4 SYP 42 BRACING @ STRONGBACK, SEE BRACE TO LEDGER CHART EACH END AND 32" O.C. 24" O.C. FOR FALSE BM GABLE BRACING DOWN FOR SEE CHART MAX. ATTACHMENT w1(3) 10d DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 1 Od 00 z TOENAILS EA. END (n PER CHART PROVIDE 16d NAILS 1wff 7 b REQ'D. MIN (1) JACK& (5) 16d NAILS BRACE _j GABLE END TRUSS TO 1A 2x TOP PLATE TO LL TO BLOCKING PLT.01 2" O.C. MAX. T GABLE END W1 16d TRUSS PER PLANEXTERIOR 00 < M 0 _j 0 II NAILS @ 6" O.C. ATTACH PER PLAN LSTA18 HEADER TO CMU WALL OR LINTEL FRAMING FOR FALSE L i BEAM, IF REQ'D w/ (3) PROVIDE 2x4 BRACE CL BELOW HGA @ 32" O.C. 10d NAILS @EA. TRUSS TO EA. ADJ. DIAG. Ll BRACE FASTEN TO DIAG.w/(2; 45' TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 45 CONT. SINGLE BASE & TOP 2x8 #2 SPF STUDS AT PLATE w/ PLYWOOD FALIE BM PER PLAN SHEATHING COVERING IF REQ'D 161, O.C. 1/2" x 8" J -BOLT @ 32" CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. vvl (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — 2x4 BLOCKING@ EA. - OUTLOOKER (MAX. FIELD FRAMED VALLEY DETAIL 3/4"=11-01. 2<4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DI AG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE - TO EA, ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART PLATE GABLE BRACING CEILING NAILER AS - NO BRACE REQUIRED 41- 811 < H & T-0" REQ'D VIDE ADDIT7 AS REQ'D 9'4' < H614'-0" 2x8 #2 SPF STUDS @ &TRUSS STRONGBACK W1(2) 2x4 BRACE 16" O.C. TYP. !AWINGS; 2.5 CLIP. MAX Z -O" O.H. P. BID. IS EACH END.AT 24" O.C. 2x8 #2 SYP PT BASE HRAGM PLATE CMU WALL PER PLAN GABLE END 0)_ VAULTED CEILING FIELD FRAMED VALLEY DETAIL 3/4"=11-01. 2<4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DI AG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE - TO EA, ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 41- 811 < H & T-0" (1) 2x4 BRACE T-0" < HA -L 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4' < H614'-0" STRONGBACK W1(1) 2x4 BRACE 14'-0" < H d 18'-8" STRONGBACK W1(2) 2x4 BRACE WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. T-0" MAX PLY OOD CANT. O.H. 2x4 BLOCKS, (2) 16d TO RUN BACK TO 1ST COMMON SEE ELEV, FOR NAILS @ EA. END. TRUSS WITH (3) 12d TOENAILS, O.H. SIZE BLOCK ADJ. BAYS CONNECT TO DROP GABLE WITH NAILS, TOENAILED @ EA.DIAG. AS SHOWN, 2.5 CLIP. MAX Z -O" O.H. FASTEN ROOF EACH END.AT 24" O.C. ROOF SHEATHING SHEATHING TO BLOCKS wf8d NAILS TO STUD) @ 6" O.C. DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d CONT. 2x4 . END NAILS @ EA. —2x4 DIAGONAL BRACE 2x4 #2 SYP P.T. @ 48" O.C. TO 3RD OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS BAY REQ'D w/ NAILS INTO TOP PLATE SIMPSON H2.5(TYP.) STRONGBACK, SEE BRACE TO LEDGER CHART @ EACH END GABLE BRACING DOWN FOR SEE CHART DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 1 Od 00 STRONGBACK IF REQ'D HEADER PER PLAN IF PER CHART NAILS EACH WEB 1wff $1 REQ'D. MIN (1) JACK& (5) 16d NAILS BRACE 1A SHEATHING. TO BLOCKING A TRUSS PER PLANEXTERIOR z < ATTACH PER PLAN LSTA18 HEADER TO PROVIDE 2x4 BRACE CL FROM TOP OF WALL GABLE END TO EA. ADJ. DIAG. Ll SHEATHING FASTEN FASTEN TO DIAG.w/(2; 45' PER PLAN. 16d NAILS, SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2X4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM (M 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF .wa" >< REQ'D, SEE CHART Lew A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 81, O.C. GABLE END BRACING 3/411=1t_011 0 PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP,) (END NAIL PLTS. PER PLAN TO STUD) TRU SS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d . END NAILS @ EA. 2x4 #2 SYP P.T. INTO BLOCKING, (4) 8d OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS NAILS INTO TOP PLATE SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 1 Od HEADER PER PLAN IF NAILS EACH WEB 1wff $1 REQ'D. MIN (1) JACK& SHEATHING. (1) KING STUD w1 S1 MPS. TRUSS PER PLANEXTERIOR z < ATTACH PER PLAN LSTA18 HEADER TO CL FROM TOP OF WALL STUDS TYP. BASE Ll TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 161, O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCO N S LINTEL SEE PLAN PLATE W11/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA, STUD. META16 TI TEN HID @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION CMU VAULTED CONDITION 0 CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS EACH END (TYP.) 2x6 RAFTER TO 2x8 Uj —(D- RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" o.c. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 114"x4-112" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS EA. RAFTER TO PLT. I TRUSS PER PLAN 1PSON DTC, (2) 8d LS INTO BLOCKING, 8d NAILS TO TOP \TE JSS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. WALL SHEATHING PER LAY 2x4 BLOCKING PLAN LINTEL PER PLAN OVER THE TOP OF THE BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL FHING PER PLAN E O.H. IS > T-0", END GABLE w/ )OKERS @ 24" 0 RUN BACK TO DMMON TRUSS '3) 12d TOENAILS ECT TO DROP WITH H2,5 CLIP _0" O.H. 2x4 24" O.C. 'END -HING FASTEN -AN AS REQ'D ON H10A DIAG. ♦ 0%J111181111, Uj q I * a $e CD CJ 0 z GABLE BRACING @48" PROVIDE 2x BLOCKING Ez - % O.C. MAX. 45° FROM FOR NAILING 74 r HORIZONTAL (+1- 100) 3 0: CM Ce BRACE NOT REQUIRED 1;10�•? 8 N 6' FROM EAVES. TRUSS PER PLAN • •.00 0 0 _j SEE PLAN FOR 0 LL SUPPORT AND TIE _j_j DOWN OF JACK < PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS 9 U 0 @ 48" O.C. FOR FIRST 3 • co BAYS SEE GABLE WALL PER PLAN LU CONNECTION DETAIL (FRAME WALL SHOWN;CL FOR REQ'D 2 MAY ALSO BE 0 CONNECTIONS MASONRY) 0 z z ***NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING*** < 0 cli CL < 3: CC-) LL 0 0 (0) z z 0 co 6EO GABLE END @ FLAT CEILING W/ BOSTON HIP 0 11-01. w 3/4"= CL (2) 2x TOP PLATE U SEE GE01/SD3 FOR 8d NAILS Q 4" O.C. OUTLOOKER OR N CONY. FRAME OR LU HEADER PER PLAN; SHEATHING < VALLEY TRUSSES PER a 0 SEE HEADER CANTILEVER PLAN :7 06 a SCHEDULE & NOTES C01) WU_ 0 1d 14 . FOR ADDT'L INFO. 0 Z rj SIMPSON 20R zri SP4 CONNECTORS @ — 0 0 24"o.c. IF HEADER WITH GABLE TRUSSr- a _wk < M N .. z a Lia UPLIFT SPAN 4'-6" OR 00 '0 MORE, EXT. SHEATHING; 0 1 0 rA 0 ATTACH PER NAILING w z 2x DOWNFRAME TO SCHEID. ULI < it (2) 16d NAILS TO EA. W F_ P" DOOR AS REQ'D COMMON TRUSS F- z Z 0 0 LLJ § SIMPSON META16 @ z (D32" O.C. GABLE TRUSS < w (UjD 2 w 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF TRUSS 0 EA. SIDE OF HEADER WOOD WALL 0 (CENTERED w/in TOP LOCATIONS USE r UPLIFT CONNECTOR 0 PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) z STUDS) w/ MIN 7" 32" O.C. Pw EMBED, INTO SLAB MASONRY WALL SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR 0 WALL W/ UPLIFT MASONRY CL 40E GABLE END AT VALLEY FRAMING z a z 3/4"=V 0 -0" < HEADER STUDS PER 0 p. - HEADER SCHEDULE z (3 U.N.O. ON PLANS ?. z Z LU M 0 0 J 00 ATTACH JAMB STUDS z LLJ 01� PER WF081SD4 V) 0 00 La 0 J Z a 0 Uj Uj z W 0 0 --:)e 0 P.T BASE PLATE V5 0 Uj a Qf rA In w F_ w w w Ird STRUCTURAL ENG: CFG I BAD DRAFTING: -STRUCT: TNT CO) 161 Uu� Ktuu. _j QC CHECK: cc JOB Na. TIM -2162853 SANFoRj) z W SCALE: AS INDICATED DATE: 08109/2016 gFDO TYPICAL HEADER DETAIL NOT USED # 16 - 2 3 50 117=11-011 3/4"=11-01. 1/2"=1'-0" I4 j 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 ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited LWA � NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. • PIPE OR DUCT W1 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. TOP SPLICE DOUBLE 2x4 TOP PLATE OF 2x8 TO BLOCK OUT LAP SPLICE 48" MII` TOP PLATE ATTACH W/ ATTACH PER NAILI (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W1 2x6) DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BOTTOM PLATE wf (4) 3) FOR 5 -PLY, PROVIDE 1f4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +f- 1/4" 10d NAILS 1" EDGE 1 112" EDGE 10d x 3 COMMON 21/2" Uj LU 1 112" © n, 401 GYPSUM WALLBOARD 2x FASCIA PER PLAN •■ ' 2x4 BEYOND AGAINST W = 3 ' ■ ° • ' �N, IIII • ■' III II II II►— 2x4 PT LEDGER UW 114" x4" TAPCONS @ 12" 0 SCHEDULE - I I II I III II II II o 0 ■•"r,// ILL�.J��_11.�•�L 2x8 STUDSf/ ` - ■ • ; TOP & BOT., 2x8 TO '- PRE -ENGINEER D cv 0 lox 2x12 w/ 10d X 3" NAILS r N @ 24" O.C. w/ EXT. 10 FLOOR SYSTEM ROOF TRUSS - SEE LL i1 @ 6" O.C. 2x12 AT — — � — — — •. FRAMING PLAN FOR LL CORNER CONDITIONS d CUT TO FIT WALL TO PRECAST 2x BOTTOM PLATE NAILING SCHEDULE & w/ (2) 16d END NAILS EXT. BEAM PER PLAN OPENING SIZE EXTERIOR SHEATHING 1 BEYOND SEE PLAN C? LINTEL w/ (2)ROWS OF z b SHEATHING DIAGRAM EACH END SEE PLAN ATTACH 2x STUDS TO • TALLER STUD) LU HTS20 CLIP FROM 1/4" x 4" TAPCONS @ 3/4"=11_011 : '; TRUSS MEMBER C CONNECTION POST TO BEAM SIMPSON H3 CLIP 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 wf (2) 10d NAILS c@x - ■. 2x BRG WALL, SEE TOP PLATE W/ (4) 16d • - - . ' -. ; STAGGERED OVERLAP TOP PLATE 10d x 3" COMMON OPP, TO STUDS OR BEAM w1 PLAN FOR STUD SIZE & (4) 10d NAILS FOR WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) I I TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL } SPACING. MIN (2) 2x 0 SEE FLOOR PLAN FORE ABU POST BASE PER ` NAILS ((2) ON EA. SIDE) LINTELS • AT CORNER SIDE MORE BRG. WALL INFO LINTEL PER PLANI I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN z U.N.O. I I NUT SET IN ADHESIVE w/ (2) 114" X 31/2" SIMPS. •` TYP. AT ALL EXTERIOR ' • • • 2x6 #2 SYP P.T. CONT. SDS SCREWS @ 16" 2x6 #2 SYP P.T. CONT. FASCIA PER ++ 2x BLOCKING 11. ATTACH 2x STUDS TO wf (2) 114" x 3 1/2" COMMUNITY SPECS w1(2) 1/4" x 3 1/2" •` CONDITIONS TO MASONRY w/ 2x4 PT ' - .■ NAIL BOTTOM PLATE 0 z PLAN FOR ADDITIONAL ICL SIMPSON LSTA24 EACH(2) PRE-ENGINEERED 2x TOP PLATE W TOP PLATE W/ (4) 16d INFO SPACED EVENLY ROOF TRUSSES @ 24" STUD '+ ATTACH 2x TO • • � ' • TO CORNER STUD VERTI CALLY < 2x BRG WALL, SEE ------., PRE -ENG. ROOF BUILT-UP W/ (2) 00 2x6 ad Q t NAILS ((2) ON EA. SIDE) PLAN FOR STUD SIZE & `` TRUSS PER PLAN ROWS OF 10d NAILS no 2x8 STUDS PER 2x8 w/ (2) 10d NAILS @ 460 TYPICAL SHED ROOF DETAIL • PACK wf (4) 10d NAILS can POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR TYP. AT ALL EXTERIOR VERTICAL ATTACHMENT BY ATTACHMENT BY FRAMING PLAN CONNECTION • co BUILDER WN CONDITIONS F1 SECTION@ DOUBLE BEARING F1 STEP a0 BEARING FRAME WALLD HEADER POCKET SLIDER ITRANSOM(1 HEADER POCKET SLIDER w/ TRANSOM S0 HEADER a0 POCKET SLIDE SHEATHING PER U 0 r% NAILING SCHEDULE & Z,,,J TOP SPLICE p W TRUSS MEMBER (TOP �0 _ BOTTOM SPLICE OVER ... AND BOTTOM CHORDS t) ALONG W/ WEBBING) STUD z - 2x8 w/ (2) 10d NAILS @ TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6s EACH VERTICAL � DOUBLE 2x8 TOP TOP PLATE TRANSITION 0 PLATE 0- FCS TYPICAL TOP PLATE SPLICE @ BRG. WALL fNFOk TYPICAL BUILT-UP ,STUD COLUMN DETAIL 314"=1'-0° 1-1/2"=1'-0" 112"=1'-0" 2x DBL TOP PLATE 2 MIN, 15132" EXP 1 SHEATHINGSHEATHING PER PLAN 3f8' N BEYOND d INSTALLED VERTICALLY, 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING Z ~ — — — — r 0 j cD(1) ROW OF 8d COMMON NAILS @ 3" O.C. W= NAIL SPACING 90 6 I LL 0 � w O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON z 01" �' ROOF SHEATHING, 0 CN Its 1z • • II I II II II - aW 3 NAIL OPENIQG PERIMETER w/ (2) ROWS OF 8d 314" A 3/4" W op i FASTEN PER PLAN _11-- "- to V5 -5 O �' COMMON NAILS rtr 3" O.C. — — — a (If IIS co) III II II WALL SHEATHING SPLICE, SEE SPLICE O TO.C.NAIL INT. W18d COMMON NAILS @ 12" O.0 & NAIL w III STRUCTURAL III II II ( DETAIL. MAX 1/8 CFG 1 y EDGES 6° O.C.b:C. U.N.O.u.N.Q. (7N PLANS A 3A" 19 2x4 FRAMING @ 24" III OPENING III II II II 4 SPACE BETWEEN �11 �u LU �.:J STAGGER ALL VERT. PANEL JOINTS & NAIL W1 8d DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS - Q.C. MAX. III III II PANELS s COMMON NAILS @ 3" O.C. @ 4 O.C. CC ---- PROVIDE (4)10d x3" III 3 II I II II a PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO 11 EXTERIOR SHEATHING SCALE: PER -ENG TRUSSES AS NAILS AT JOINT 10d x 3" COMM( 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2 COLUMN 2112” EDGE 0, z 1 0 EDGE DISTANCE PER VVL INSIDE PLY NAILS MAILED AT 8" CHIC STAGGERED. OUTSIDE NAILS NAILED AT r DAG. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT III TYP, III II II II D O HEADER W18d COMMON NAILS @ 3 O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS --� AROUND 2x STUDS BEYOND, �L 0 TOP & BOTTOM STUD PER PLAN , . III III II II II SHEATHING SPLICE, 4" O.C. III OPENING III II II II SEE PLAN FOR MORE (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION INFO I-- -7 F_ 0 VERTICAL MEMBER IF GABLE END �, PER -ENG TRUSSES � SHEATHING & PER PLAN 2x FASCIA BLOCKING GYPSUM WALLBOARD 2x FASCIA PER PLAN � CONNECTION CONNECTION W = 3 JOINT, MAX. 1/8 GAP IIII II II I III II II II►— 2x4 PT LEDGER UW 114" x4" TAPCONS @ 12" 0 SCHEDULE ILII I I II I III II II II o 0 JL_...IL ILL�.J��_11.�•�L ' 0LL TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE -ENGINEER D MAX.; 0 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 42 SPF FLOOR SYSTEM ROOF TRUSS - SEE LL i1 @ 6" O.C. 2x12 AT — — SHEATHING PER — — — FRAMING PLAN FOR LL CORNER CONDITIONS d CUT TO FIT WALL TO PRECAST 2x BOTTOM PLATE NAILING SCHEDULE & w/ (2) 16d END NAILS EXT. BEAM PER PLAN OPENING SIZE EXTERIOR SHEATHING 1 BEYOND SEE PLAN C? LINTEL w/ (2)ROWS OF z b SHEATHING DIAGRAM EACH END SEE PLAN fiF�lEXTERIOR SHEATHING SCHEDULE TALLER STUD) LU HTS20 CLIP FROM 1/4" x 4" TAPCONS @ 3/4"=11_011 : '; TRUSS MEMBER BLOCKING GYPSUM WALLBOARD 2x FASCIA PER PLAN � CONNECTION CONNECTION 2 8d TOE NAILS TO CMU WALL PER PLAN () TRUSS CONNECTION (2) $d TOE NAILS JOINT, MAX. 1/8 GAP SIMPS. SDS SCREWS @ ;, LEDGER PER PLAN of TO LEDGER NAILING PER 2x4 PT LEDGER UW 114" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d SCHEDULE • 2x FRAME WALL PER O.C. NAILS @ 16" O.C. ELECT TO BUCKET SHORTSAN PLAN 2x6 SYP #2 LEDGER. TO EXT. BEAM PER PLAN ,'-- PT POST PER PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CML! WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS k i314"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TCP PLATE MORE INFO & MORE INFO & w1(2) 16d END NAILS SEE ELEV. FQR O.H. SIZE CONDITION FRAME WALL LEDGER @ LOVA ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I-- 2x8 #2 SPF VERTICAL @ 24" O.C. wf EXT. LINTEL PER PLAN SHEATHING PER {.• NAILING SCHEDULE & (4) 12d NAILS EACH "+ TRUSS MEMBER 2x8 wf (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER R fs_o,�\ HEADER a0 POCKET SLIDER SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE � CONNECTION CONNECTION EACH END � %� `�•,..�/ 1/2"=1'-0" SIMPS. SDS SCREWS @ @ EACH STUD 12d NAILS @ EACH END STRAP IS NOT REQUIRED: 16" O.C. MAX.; • U ELECT TO BUCKET SHORTSAN 2x12 BOX HDR w/ 2x8's 2x6 SYP #2 LEDGER. TO EXT. BEAM PER PLAN ,'-- PT POST PER PLAN ' (2) 1/4" X 3Y2" SIMPS. SDS SCREWS @ 16" O.C. TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE -ENGINEER D MAX.; SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 42 SPF TO MASONRY w/ 2x6 PT ROOF TRUSS - SEE (22) 10d NAILS (ALL z i1 @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS d WALL TO PRECAST Z NAILING SCHEDULE & w/ (2) 16d END NAILS EXT. BEAM PER PLAN SPACING EXTERIOR SHEATHING STRAP AROUND ui C? LINTEL w/ (2)ROWS OF z b + (4) 12d NAILS EACH EACH END SEE PLAN SEE PLAN FOR NAIL PER PLAN TALLER STUD) LU HTS20 CLIP FROM 1/4" x 4" TAPCONS @ 2x442 SYP P.T. @ EA. : '; TRUSS MEMBER C CONNECTION POST TO BEAM SIMPSON H3 CLIP 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 wf (2) 10d NAILS c@x - ■ 2x BRG WALL, SEE 2x4 SYP #2 LEDGER. ; STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL TO STUDS OR BEAM w1 PLAN FOR STUD SIZE & (4) 10d NAILS FOR WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) I I TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL } SPACING. MIN (2) 2x 0 SEE FLOOR PLAN FORE ABU POST BASE PER LINTELS TRUSS LINTELS FOR MORINFO UNDER GIRDER TRUSS PLAN MORE BRG. WALL INFO LINTEL PER PLANI I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN r U.N.O. I I NUT SET IN ADHESIVE w/ (2) 114" X 31/2" SIMPS. 4-0" MAX. 2x6 #2 SYP P.T. CONT. SDS SCREWS @ 16" 2x6 #2 SYP P.T. CONT. FASCIA PER ++ 2x BLOCKING 11. O.C. MAX.; wf (2) 114" x 3 1/2" COMMUNITY SPECS w1(2) 1/4" x 3 1/2" SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR TAPCONS @ 12" O.C. 0 TAPCONS @ 12" O.C. PLAN FOR ADDITIONAL SYP #2 LEDGER wf 1/4" SIMPSON LSTA24 EACH(2) PRE-ENGINEERED 2x TOP PLATE W SPACED EVENLY INFO SPACED EVENLY ROOF TRUSSES @ 24" STUD ATTACH 2x TO VERTI CALLY VERTI CALLY 2x BRG WALL, SEE ------., PRE -ENG. ROOF BUILT-UP W/ (2) DESIGNED FOR 2x6 ad Q t PLAN FOR STUD SIZE & `` TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ D CORNER COLUMN FRAMING 2x8 w/ (2) 10d NAILS @ 460 TYPICAL SHED ROOF DETAIL 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 WN - 2x8 #2 SPF VERTICAL F1 SECTION@ DOUBLE BEARING F1 STEP a0 BEARING FRAME WALLD HEADER POCKET SLIDER ITRANSOM(1 HEADER POCKET SLIDER w/ TRANSOM S0 HEADER a0 POCKET SLIDE LEDGER @ LOVA ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I-- 2x8 #2 SPF VERTICAL @ 24" O.C. wf EXT. LINTEL PER PLAN SHEATHING PER {.• NAILING SCHEDULE & (4) 12d NAILS EACH "+ TRUSS MEMBER 2x8 wf (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER R fs_o,�\ HEADER a0 POCKET SLIDER BEAM INTO LONG SPAN AS INDICATED ON BEAM f 3f4"=1' 0" � 112"=1'-0" �1, ,jr �/' 112"=1'-0" � %� `�•,..�/ 1/2"=1'-0" SIMPS. SDS SCREWS @ _ STRAP IS NOT REQUIRED: 16" O.C. MAX.; U ELECT TO BUCKET SHORTSAN 2x6 SYP #2 LEDGER. TO EXT. BEAM PER PLAN ,'-- PT POST PER PLAN EXTERIOR WALL/TRUSS BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1f4"X41/2" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ _ STRAP IS NOT REQUIRED: 16" O.C. MAX.; U TO GABLE END STUDS w EXT. BEAM PER PLAN ,'-- PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3Y2" SIMPS. SDS SCREWS @ 16" O.C. co LLJ MAX.; LAP BEAM PLY SAND TO MASONRY w/ 2x6 PT p NAIL AS SHOWN (5) 10d i1 SYP 92 LEDGER w/ (2) NAILS PER PLY 24" O.C. 1/4'" x 2 3f4" TAPCONS AT Z EXT. BEAM PER PLAN 12 12" Q.C. C? z b - TRUSS PER PLAN SEE PLAN HTS20 CLIP FROM C POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN - PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. WOOD/MASONRY +_ TO STUDS OR BEAM w1 (4) 10d NAILS FOR WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) tL 0 PT POST PER PLAN (2) 114" X4la" SIMPS: 7 CONY. FRAMED 0 ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY co0 PLAN O.C. MAX.; ,o. 5/8" THREADED ROD wf TO GABLE END STUDS NUT SET IN ADHESIVE w/ (2) 114" X 31/2" SIMPS. 4-0" MAX. SDS SCREWS @ 16" FASCIA PER 11. O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR 0 ''w �• II PLAN FOR ADDITIONAL SYP #2 LEDGER wf 1/4" PRE-ENGINEERED W 14 INFO x 2 3f4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW@ BASE OF POST Q.C. Q.G. MAX. SIMPSON H3 CLIP DESIGNED FOR H ad Q t 0 SHINGLE ONLY D CORNER COLUMN FRAMING - 2x8 TO UNDER SIDE OF 460 TYPICAL SHED ROOF DETAIL 3/4"=V-0" 112"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 10dx3" 10d x 3" OPP. SIDE NCE PER H f� W Cq Cq Ci .. w � Z ROOF SHEATHING, v Oto FASTEN PER PLAN y k •Z -' m w - 2x4 #2 SYP CONT. w/ (2) _ 16d COMMON NAILS U EA. STUD OR TRUSS 0 MEMBER, TYP. (MAX. co LLJ 24" O.C.). IF MASONRY, USE (2) 114" TAPCONSCL W/ MIN. 2" EMBED. @ p i1 24" O.C. Z v z C? z b - TRUSS PER PLAN 0CL C - WOOD/MASONRY +_ WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) tL 0 O o 0 co0 1-1f2"=1'-0" tL H -.■.■■� 0 W 14 LL 0 Z H ad Q t 0 �. Co DR 04 00's - 2x8 TO UNDER SIDE OF 0 z i 13 P q �C ROOF SHEATHING 0 Q in 1 )t Uj WN - 2x8 #2 SPF VERTICAL @24"O.C.w/EXT. W SHEATHING PER U 0 r% NAILING SCHEDULE & Z,,,J (4) 12d NAILS EACH p W TRUSS MEMBER (TOP �0 _ ... AND BOTTOM CHORDS t) ALONG W/ WEBBING) z - 2x8 w/ (2) 10d NAILS @ a EACH VERTICAL � 0 0- z 112"=1'-0" 1 0 N d 1"-f Z ~ W 0 j ❑ _�N H LL 0 z 0 o`a 0 CN Its 1z • • IIn W 0��W 0 to V5 -5 O Q 1— 211-- _ a (If co) 0- w STRUCTURAL ENG: CFG 1 BAD DRAFTING: TNT -STRUCT: cn QC CHECK: CC JOB No. TM - 2152853 gUILp��G a SCALE: AS INDICATED SA1vp0„,) DATE: 0810912016 #1 6 - 2 350 SD4 SHINGLE OR TILE PER --•.� ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED --. ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES. BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO jll� I WINDOW AS --•'' SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.Q. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN j LINTEL AS PER PLAN WD. HD. HT, SEE PLAN PRECAST CONC, OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT F1 FI NI SH PER PLAN CONNECTIONS SIMPSON MSTAM36 + ' VERT REI NF, BEYOND �"`�-- DOUBLE 2x TOP PLATE d SOLID SHEATHING Y MASONRY WALL PER STRAP W/ (10) 10d TO 2x BOTTOM PLATE PLAN 2x BOTTOM PLATE Vit: 0 HEADER 1 0 FIN. FLR. STUDS & (8) 1/4"X ' V. 0'-0" 314" FLOOR SHEATHING Iq 4 u i SIMPSON SP4 w/ (6) 10d 2 SEE STANDARD 2-114" TI TEN SCREWS GRADE DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3f4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DI RECTION i FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF A00.0eROOF 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 W11N 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 HEN3ORMOREWINDOWSAREINAROW(ONLYJAMBSTUDS BETWEEN WINDOWS) CENTER WINDOWS MIDST HAVE LSTA30 STRAPS TOP ANC] BOTTOM AN D EACH SIDE OF OPEN IN TO TRANSFER LATERAL LOADS FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE ' MASONRY ATTACHED PER NAILING ATTACH 2x STUDS Wf BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN 1/8" GAP BETWEEN FOR FLOOR STANDARD CORNER A,A FRAMING PLAN, 2nd FLR STUDS T(7 BEAR ON SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CM FLOOR BELOW 3. INDICATEDLIBASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOORBELOW JAMBS PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W160 16d REVD ON EITHER SIDE OF WALL. IF WF02f SINKERS AND (14)"X2 Y/' TITENS TO MASONRY $D6 IS INDICATED, BASE STRAPS ARE REO"D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING �THICKNESSSHAAL SQ TYPICAL TING? STORY COL. @ GIRDER ASO 2nd FLOOR CORNER FRAMING ATTACHMENT ASO HEADER CONNECTION ca 2nd FLOOR BE 1/2" GYP BOARD OR 15132" OR 7116" OSB. 3/4"=11-0" 3/4"=11-0"314"=1'-0' ATTACH TO FLOOR SHEATHING PER TRUSS wt 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING SHEATHING PER 314" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WFIO/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS, SEE 2x STUDS, SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS, SEE SCHEDULE, @ 48" O.C. W1(2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO TOENAILS EACH. END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR BEARING WALL PER VERTICAL @ 48" O.C. AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE WJ (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. PLAN ATTACHMENT wI (2) 12d (2) 12d @12" Q.C. W1 (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIC`J 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS wf (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM (2) H5 EA. FLOOR WALL, STUDS @ 16"RIBBON TO BE PT IF TRUSS TO DOUBLE BRG DIRECTLY ON BOTTOM PLATE, SLIT SYS. 42 FLOOR O.C. W1(2) 16d NAILS @ RIBBON TO BE PT IF CONC. SLAB- TRUSSES @ 24" O.C. EACH END SEE BRG DIRECTLY ON FLOOR DECKING SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT ACCOMMODATE TO PLAN FOR MORE INFO - . •, (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.G. TYP. WALL STRAP (2) 518" TYPE "X" WHEN + CONNECTION (2) 518" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO r SEE PLAN FOR RIBBON 2x RIBBON MASONRY WALL PER '� 3" O.C. WALL MASONRY WALL PER 'r• ; BOTTOM RIBBON SIMPSON META 16 AT CANTILEVER / ( PLAN .. SHEATHING TO PLAN �: MASONRY OR MTS12 BLOCKING w (4) 16d +" BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF eennn.ein�..� r.n rn neer —__ TYPICAL TWO STORY SECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT LEDGER W1(3) 1/4"x4-112" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10ISD5 FOR ADDITIONAL INFO FAD TYPICAL BALCONY FRAMING. 31411=11-011 JRE SHEATHING & CMU NO MOISTURE "' "' -W- NO MOISTURE =ELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER PROVIDED KNEEWALL IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TWO STORY PARALLEL FLOOR CONNECTION S1TWO STORY PERP. FLOOR CONNECTION I jjWS1?iIICANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3J4"=1'-0" k 1 3/4"=1'-0" 314"=V-0" TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z a d tin SL --OPE / CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO s------ 34' PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (6011515 MIN LOADING) W1 LUS26 OR LUS46 TO LEDGER SEE WS11fSD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=11-0" M. SOLID SHEATHING @ CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE 64 �"`�-- DOUBLE 2x TOP PLATE d SOLID SHEATHING Y TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE i 2x BOTTOM PLATE J 0 HEADER 1 0 FRAME CONNECTION: STUDS & (8) 1/4"X 3/4" FLOOR SHEATHING � n 314" FLOOR SHEATHING Iq 4 u i SIMPSON SP4 w/ (6) 10d 2 SEE STANDARD 2-114" TI TEN SCREWS ATTACHED PER ATTACHED PER� �1S x1-112 @ 24 O.C. (USE ' x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30'�*� U SP6 @ 2x6 STUDS & SIMPSON LSTA30 O USE SIMPSON Lo STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ 0 ANGLE) W1(22) 10d ANGLE) (2 2) REFER TO PLAN FOR (20) 16d SINKERS & (14 C] NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP BUILT-UP COLUMN 114" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO, FOR TRUSSES 20" TO /" 'r O F- „ 3 ,THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP '� CL '` FACE OF JAMB STUDS/ HEADER- SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN `'.� HEADER QC CHECK: FLOOR PLAN FOR MIN. HEADER SYSTEM INSTALL LINTEL COURSE OR FLOOR PLAN FOR MIN, III *•. •,, EXTERIOR SHEATHING M DATE: HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE ,.•"' (1) SIMPSON LSTA30 HEADER SIZE & REQ'D FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1!4"X 1 3/4" TITENS) ,,. STRAP Wt (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL JAMB STUDS EXTERIOR SHEATHING UNDER COLUMN U.N.O. FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL ABOVE PLAN U.N.O. CONNECTION INFO.. IF HEADER IS UPSET TO BOT. RIBBON, NAIL PROVIDE SOLID ,'' (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW - ' SEE DETAIL 'WS11 FOR IF HEADER IS UPSET J FLOOR GIRDER OR w/ 2x CRIPPLE STUDS 00LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO W PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w! 10d TOENAILS. EXT. ry TRUSSES TO BE P.T. IF NAILS @ 8" O.C. THEN HEADER OPENINGS NO MOISTURE p TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. C HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d LESS THAN 4FT: (1) 2x SILL PLATEwf (2) 10d BARRIER (FELT PAPER OR SIM IS PROVIDED TOE NAILS AT EA. END TOENAILS. EXT. TOENAILS. OPENING HEADER OPENINGS o,11p111r1/tl LESS THAN 4FT-(1) 2x SILL PLATE w/ (2) 10d �5 •.• ire w N /cV'✓ �' TOENAILS, OPENING •�• OD OF SILL (MAX OPEN'G Z�r+, CQ v !Z Z y LARGER THAN 4FT: (2) = o N w CLIPS EACH SIDE w/ 2x �. REFER TO PLAN FOR WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR 0 ` '•• �.•' Gj 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW 2x 2ND FLOOR STUDS BUILT-UP COLUMN INFO. SEE PLAN FOR MORE (2) SIMPSON LSTA18 ��I/Il r 11111���� CIO W- OPENINGS GREATER CRIPPLES @ 16" O.C. wf 2x GRIPPE STUDS AT EA, END NAILED TO STRAPS CENTERED @ THAN 4' BUT LESS wJ (2) 10d TOENAILS STUD PACK wt 10d BEARING WALL PER A A FLOOR W/ (14) 1 O THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 wJ SHEATHING REQ'D STUDS @ 16" Q.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1141` T&B) ATTACH SILL wf (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS ATEA. END PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS, MSTCM60 CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED a STRAPw/(20) 16d OPENINGS GREATER COL; SEE BR WALL/ 2 -STORY WALL FLOOR wf (14) 10d NAILS ' CALIFORNIA CORNER A -A (2) SIMPSON LSTA18 SINKERS & (14) 1/4" X 2 1!4"TITENS INSTEAD. THAN 4' BUT LESS THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN �'' INFO. (2) SIMPSON META16 FLOOR TRUSS TO �` FLOOR W/ (14) 10d LINTEL COURSE OR 2x TOP & BOT. SIMPSON LSTA30 w/ REFER TO FOUNDATION PLAN MASONRY WALL NAILS INTO FILLED CELL USE 114" X 1 3/4" TITENS) �, RIBBONS, CONT. (11) 10d TO STUDS ABOVE PLATE U.N.O. FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE ' MASONRY ATTACHED PER NAILING ATTACH 2x STUDS Wf BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN 1/8" GAP BETWEEN FOR FLOOR STANDARD CORNER A,A FRAMING PLAN, 2nd FLR STUDS T(7 BEAR ON SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CM FLOOR BELOW 3. INDICATEDLIBASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOORBELOW JAMBS PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W160 16d REVD ON EITHER SIDE OF WALL. IF WF02f SINKERS AND (14)"X2 Y/' TITENS TO MASONRY $D6 IS INDICATED, BASE STRAPS ARE REO"D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING �THICKNESSSHAAL SQ TYPICAL TING? STORY COL. @ GIRDER ASO 2nd FLOOR CORNER FRAMING ATTACHMENT ASO HEADER CONNECTION ca 2nd FLOOR BE 1/2" GYP BOARD OR 15132" OR 7116" OSB. 3/4"=11-0" 3/4"=11-0"314"=1'-0' ATTACH TO FLOOR SHEATHING PER TRUSS wt 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING SHEATHING PER 314" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WFIO/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS, SEE 2x STUDS, SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS, SEE SCHEDULE, @ 48" O.C. W1(2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO TOENAILS EACH. END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR BEARING WALL PER VERTICAL @ 48" O.C. AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE WJ (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. PLAN ATTACHMENT wI (2) 12d (2) 12d @12" Q.C. W1 (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIC`J 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS wf (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM (2) H5 EA. FLOOR WALL, STUDS @ 16"RIBBON TO BE PT IF TRUSS TO DOUBLE BRG DIRECTLY ON BOTTOM PLATE, SLIT SYS. 42 FLOOR O.C. W1(2) 16d NAILS @ RIBBON TO BE PT IF CONC. SLAB- TRUSSES @ 24" O.C. EACH END SEE BRG DIRECTLY ON FLOOR DECKING SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT ACCOMMODATE TO PLAN FOR MORE INFO - . •, (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.G. TYP. WALL STRAP (2) 518" TYPE "X" WHEN + CONNECTION (2) 518" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO r SEE PLAN FOR RIBBON 2x RIBBON MASONRY WALL PER '� 3" O.C. WALL MASONRY WALL PER 'r• ; BOTTOM RIBBON SIMPSON META 16 AT CANTILEVER / ( PLAN .. SHEATHING TO PLAN �: MASONRY OR MTS12 BLOCKING w (4) 16d +" BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF eennn.ein�..� r.n rn neer —__ TYPICAL TWO STORY SECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT LEDGER W1(3) 1/4"x4-112" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10ISD5 FOR ADDITIONAL INFO FAD TYPICAL BALCONY FRAMING. 31411=11-011 JRE SHEATHING & CMU NO MOISTURE "' "' -W- NO MOISTURE =ELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER PROVIDED KNEEWALL IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TWO STORY PARALLEL FLOOR CONNECTION S1TWO STORY PERP. FLOOR CONNECTION I jjWS1?iIICANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3J4"=1'-0" k 1 3/4"=1'-0" 314"=V-0" TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z a d tin SL --OPE / CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO s------ 34' PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (6011515 MIN LOADING) W1 LUS26 OR LUS46 TO LEDGER SEE WS11fSD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=11-0" M. SOLID SHEATHING @ O 64 U) d q Y M ! t1,44 z U c HEADER �ry i r� J 0 1 0 N ��Iilk � n SIMPSON SP4 w/ (6) 10d pWC Iq 4 u i 2 M Z �1S x1-112 @ 24 O.C. (USE ' Z � J � y U SP6 @ 2x6 STUDS & O Lo 0 � 0000 SP8 @ 2x8 STUDS) 0 C] LLJ (2) 2x SPF TOP PLATE 'r O F- H U.N.O. ON PLAN ry CL M STRUCTURALENG: CFO f BAD HEADER - SEE 2ND w U) " -STRUCT: TNT QC CHECK: CC JOB No. TM -2162853 FLOOR PLAN FOR MIN, III AS INDICATED M DATE: 08/09/2016 HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET J AND WINDOW IS W LOWER: (1) 2x SILL ry PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS o,11p111r1/tl LESS THAN 4FT-(1) 2x SILL PLATE w/ (2) 10d �5 •.• ire w N /cV'✓ �' TOENAILS, OPENING •�• OD LARGER THAN 4FT: (2) .'. Z�r+, CQ v !Z Z y 2x SILL PLATE w/ A35 = = o N w CLIPS EACH SIDE w/ 2x �. U OZ Z CRIPPLES @ 16" O.C. wf (2) 10d TOENAILS % 0 ` '•• �.•' Gj T&B (PLYWOOD' �.� CM ,�•'• ••��5`�� * • SHEATHING REQ'D T&B) FA ��I/Il r 11111���� CIO W- '►. SEE FRAMING PLAN FOR FLOOR CONNECTION i FLOOR GRIDER OR c BEAM C G HEADER CONNECTION @ 2nd FLOOR HIGH EM COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF U'WMR & ASSOCIATES, LLC Any use, duplication, or transfer ofthese documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �.. 314"=1'-0" �,,VILD/NC` SANPORD #16 2 350 ES D 5 O 64 U) d q Y M ! t1,44 z U c U i r� J 0 1 0 N ��Iilk � n I•�- Z Iq 4 u i 2 ES D 5 U) d q Y pi r 1 1 >I 1 i � 0� J 0 1 0 N ��Iilk � n I•�- Z Iq 4 u 2 ES D 5 U) Y 1 1 >I 1 i � s 1 0 N 1 I% 00 M Z r � J � y U Lo 0 � 0000 0 LLJ 'r O F- H ry CL M STRUCTURALENG: CFO f BAD M DRAFTING: M " -STRUCT: TNT QC CHECK: CC JOB No. TM -2162853 SCALE: Y AS INDICATED M DATE: 08/09/2016 ES D 5 1x L H(3 WALL VVI 2x BRIG WALL W1 SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8'5 MIN. SPF 42 f SP1 @ BASE. LSTA18 (2) 2x BASE PLATE wl SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRIG ON EA, STUD TO WALT ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 1 O SCHEDULE 2x BLOCKING END 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4 TOENAILS EACHH ECONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP, CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FRAME WALL FLOOR TRUSS PER ATTACHED PER (2) 2x4#2 SYP PLAN 2x8 #2 SYP P.T. SII NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING wl SIMPSON PLATE wl 1/2" EPO BLOCKING w/ SIMPSON BLOCKING HUC24-2 EACH END, ANCHOR BOLT 01 EACH END, USE (4) 10d & (2) 10d J- BOLT W1 MIN. 7" USE (4) 10d & (2) 10 , SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY ----- EMBED. @32" O.0 FROM EA.END NAILS. UNDER W IF WALL SHEATHING IS STOPPED BELOW WINDOW JAMBS USE +, TRUSS PER PLAN (2) 2x6 w/ HUC26-2. ` 7 COW ROOF TRUSS SEE �.X�"'r SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF IMPSON H2.5 EA. CONNECTIONS TRUSS IS CONT. BRIG SEE FLOOR FRAMING MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAKED HEEL TRUSSA'� SECTION COMBO TRUSS FIS WALL SPLICE DETAILS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w1(4) 114" > 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 112"=1'- 0" 2x8 MIN. SPF#2 @ 16" — 1 /2"=1 - 0" 17411 f HANGER BY OTHERS PLAN FOR MORE INFO. PLAN EXTERIOR SHEATHING ---.. Z C) V BETWEEN STUDS W/ SHEATHING PER FROM TOP OF WALL DETAIL WF10/D4 EACH END TO BOTTOM OF SILL W IF WALL SHEATHING IS STOPPED BELOW O PLATE ATTACH PER TRUSS PER PLAN LSTA18 STRAPS ARE 2x BASE PLATE W1 12d NAILING SCHEDULE @ 24" O.C. TO FLOOR .IMPSON H2.5 EA. I ROOF SHEATHING F - IMPSON H2.5 EA. I ATTACH PER NAILING SEE FLOOR FRAMING RUSS IPRE-ENGINEERED SCHEDULE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d I IPRE-ENGINEERED TRUSS PER PLAN TRUSS DIRECTION ��& I2x6 MORE INFO TRUSS PER PLAID 1 I 2x6 #2 SYP CONT. I FRAMING PLAN FOR �ECESS LEDGER W/ (2) %a"x3-112" I LEDGER W/ (2) X"x3-112" LEDGER INTO SDS WOOD SCREWS @ SDS WOOD SCREWS @ 1 RUSS. VERIFY W1 16" O.C. MAX. & 3" TRUSS CL RUSS SHOP ' FROM EA. END - USE TO EACH ADJACENT I (3) SCREWS FOR 24" I SIMPSON HUS26. USE 1 RECESS LEDGER INTO O.C. HUS26-2 FOR 2PLY C) [RUSS. VERIFY W/ I TRUSS TO DIAGONAL W/ (2) RUSS SHOP RECESS LEDGER G. USE (A AS S) LEDGER PER PLAN AWINGS L 16d NAILS 2x8 SYP 92 LEDGER Wl D LEDGER @ LOW ROOF 1 MIN. (4) 16d NAILS TO t; EACH STUD (AT EACH I TRUSS RECESS LEDGED USE (4) SIDCOPT. NAL W LAG 1 ).T. 16d LEDGER a- OMEN TO BELOW 1-1/2"=V-0" 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF#2 @ 16" — ARCHS EXTERIOR SHEATHING---..� MASONRY WALL PER PLAN FOR MORE INFO. PLAN FROM TOP OF WALL Z C) V BETWEEN STUDS W/ SHEATHING PER TO BOTTOM OF SILL DETAIL WF10/D4 EACH END PLATE ATTACH PER W IF WALL SHEATHING IS STOPPED BELOW O NAILING SCHEDULE ROOF LINE LSTA18 STRAPS ARE 2x BASE PLATE W1 12d ROOF SHEATHING @ 24" O.C. TO FLOOR .IMPSON H2.5 EA. I ATTACH PER NAILING F - RUSS PLYWOOD FLOORING SCHEDULE SEE FLOOR FRAMING I IPRE-ENGINEERED ROOF SHEATHING W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d I I TRUSS PER PLAN TRUSS DIRECTION ��& I2x6 MORE INFO I 1 #2 SYP CONT. FLOOR GIRDER SEE FRAMING PLAN FOR �ECESS LEDGER W/ (2) %a"x3-112" I SIMPSON HUS26. USE ___,.•�" LEDGER INTO SDS WOOD SCREWS @ HUS26- 2 FOR 2PLY HUS26- 1 RUSS. VERIFY W1 16" O.C. MAX. & 3" I TRUSS CL RUSS SHOP FROM EA. END - USE (3) TO EACH ADJACENT �7RAWINGS � SCREWS FOR 24" O.C. 2x$ SYP #2 LEDGER W/ 1 1 DIAGONAL, FASTEN MIN. (4) 16d NAILS TO C) 1 EA. TRUSS, 24" O.C. TO DIAGONAL W/ (2) COPT. TRUSS RECESS LEDGER G. USE (A AS S) 1 1 16d NAILS 1SIDE D LEDGER @ LOW ROOF 1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY t; I EXT. FINISH PER 2x8 MIN. SPF#2 @ 16" — ARCHS O.C. - SEE FRAMING MASONRY WALL PER PLAN FOR MORE INFO. PLAN 2x4 BLOCKING --- Z C) V BETWEEN STUDS W/ SHEATHING PER (2) 12d TOE NAILS DETAIL WF10/D4 EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W1.1/2" EPDXY W1(1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT Wl MIN. 7 EMBEDMENT @ 32" SHEATHING TO O.C, & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 114" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 42 SPF MIN STUDS @ 16" O.C. PER PLAN 7z PER PLAN 2x4 CONT. W1(2) 12d NAI LS TO EACH STUD 2x8 42 SYP SILL PLATE WIX"EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR GONNECTIOI\ BASE 2x4 BOTTOM PLAN IF SHEATHING ISNOT CONNECT TO DOL CONTINUOUS TO BASE TOP PLATE W1 16c PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD F'1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. (2) 2x TOP PLATE ---''` PER ELEV. (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS Z C) V WINDOW SEE PLAN FOR LOCATION SCALE: 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE W IF WALL SHEATHING IS STOPPED BELOW O SHEATHING ISN'T CONT. ROOF LINE LSTA18 STRAPS ARE 2x BASE PLATE W1 12d REQ'D FROM STUDS TO @ 24" O.C. TO FLOOR 2x4 CONT. WI (2) 12d SYSTEM BELOW NAILS TO EACH STUD F - 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PARALLEL TO WALL PLAN FOR MORE INFO ROOF SHEATHING W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d ATTACHED PER SEE PLAN FOR :7 TRUSS DIRECTION ��& z MORE INFO I 1 FLOOR TRUSS- SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR GONNECTIOI\ BASE 2x4 BOTTOM PLAN IF SHEATHING ISNOT CONNECT TO DOL CONTINUOUS TO BASE TOP PLATE W1 16c PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD F'1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. zq16 PER ELEV. J6 PLATES U.N.Q. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING Z C) V FROM TOP OF WALL TO BOTTOM OF TRUSS/ SCALE: GIRDER SEE PLAN FOR WINDOW ATTACHMENT W INFO. IF WALL O SHEATHING ISN'T CONT. LSTA18 STRAPS ARE O REQ'D FROM STUDS TO GIRDER BELOW co SEE LD021SD4 FOR F - MORE INFO IF 0E TRUSSES ARE PARALLEL TO WALL 1 ROOF SHEATHING W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d ATTACHED PER NAILING SCHEDULE z I 1 TO BLOCKING I O IF PORTIONS OF THIS WALL 1 1 I 1 SEE CHART FOR REQUIRED JACKS 1 KIN GS# OF STUDS TO MATCH PROVIDE 2x4 BRACE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO F1 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" s 1 "= 1'-0" irlr /, a- ir/- 011vir-OV114 SDS SCREW @ 16" O.C. (?) ?u 1:P: TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO zq16 < J6 PLATES U.N.Q. Z C) V LL' SCALE: AS INDICATED BLOCKS W1 8d NAILS @ W F-- O 6" O.C. O 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER co w z F - 1 0E SEE FLOOR PLAN 1 1 W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d (5) 16d NAILS BRACE z I 1 TO BLOCKING I O IF PORTIONS OF THIS WALL 1 1 I 1 SEE CHART FOR REQUIRED JACKS 1 KIN GS# OF STUDS TO MATCH PROVIDE 2x4 BRACE IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO CL t x < 1 TO EACH ADJACENT _ 0� 1 1 DIAGONAL, FASTEN 1 C) 1 TO DIAGONAL W/ (2) W (/] 1 1 16d NAILS = 1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY t; I I TRUSSES PER PLAN W LAG 1 1 WALL BRACING @48" 1 1 O.C. MAX. 45° FROM p SOLID BLCOKING WITHIN FLOOR SYSTEM I HORIZONTAL (+/- 10°) j 1 1 BRACE NOT REQUIRED 1 w z 1 1 z U FROM EAVES. B I 1 I 1 1 1 J 1 LL 1 1 1 ``oi®11111111P/�/°f� E1��i�� w CL 24 ����� $ ..• CAMP OCo 10 Zz lw a:Q- cam❑ a �%►> 0! Z� W o d� •• '• 5� �; Q LL 0 W 0[ } CD chi zWe0 � z P4 U = 0 a 0 CL U o co0 W 0 [L Ld Fes - 0 C9 r F_ C) `� wLL O 0 ., z MIN N� LL (! p as O 0 WCn zq16 REQ, J6 PLATES U.N.Q. Z C) V LL' SCALE: AS INDICATED US'ANFORD�DATE: F-- O (2) 2x HEADER (D 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER co w z F - 1 0E SEE FLOOR PLAN 1 1 W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 1 FOR MORE INFO I 1 I NAILS INTO HEADER IF PORTIONS OF THIS WALL 1 1 I 1 SEE CHART FOR REQUIRED JACKS 1 KIN GS# OF STUDS TO MATCH IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT SHEATHING ATTACHED PER t x < 1 1 1 1 1 BOTTOM OF FLOOR SYSTEM In Lu 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS ; I 1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY w a I I BEL01W 1 LAG 1 1 1 1 1 SOLID BLCOKING WITHIN FLOOR SYSTEM I 1 1 111=11-01, 1 z 1 1 z B I 1 I 1 1 1 J 1 1 1 1 2x SPF BASE 1 PLATE 1 E 1 ' 1 I PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 1 (2) 2x SPF TOP 1 PLATES U.N.O. I 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W1 STUDS BELOW I I I 1 1 I I 1 SEE FLOOR PLAN FOR MORE INFO 1 I I B 1 I 1 1 1 I 1 1 1 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO I 1 1 1 1 kiiijjj 1 �%►> 0! Z� W o d� •• '• 5� �; Q LL 0 W 0[ } CD chi zWe0 � z P4 U = 0 a 0 CL U o co0 W 0 [L Ld Fes - 0 C9 r F_ C) `� wLL O 0 ., z MIN N� LL (! p as O 0 WCn COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited z w i Q R. z W C 000 I~ 0�Z tu .�..�..� z Wa C U)- 0 ~ ~ ❑ 11 v� CL w STRUCTURAL ENG: CFO I BAD L) DRAFTING: -STRUCT: TNT U? .r GSC CHECK: CC 1 SEE FOUND. PLAIN FOR FTG. REQ, TM - 2152853 Z C) V LL' SCALE: AS INDICATED US'ANFORD�DATE: F-- O (D 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER co w z F - 0E SD6 MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER IF PORTIONS OF THIS WALL S B SEE CHART FOR REQUIRED JACKS 1 KIN GS# OF STUDS TO MATCH IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT SHEATHING ATTACHED PER t x < BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM In Lu / IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY w a LAG 1 UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL 111=11-01, UNDER 2ND STTRY COLUMN LOCATION. z z J 0 cv COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited z w i Q R. z W C 000 I~ 0�Z tu .�..�..� z Wa C U)- 0 ~ ~ ❑ 11 v� CL w STRUCTURAL ENG: CFO I BAD L) DRAFTING: -STRUCT: TNT U? .r GSC CHECK: CC < P JOB No. TM - 2152853 LL' SCALE: AS INDICATED US'ANFORD�DATE: 08/0912016 co 1- 2 3 5 p SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W1 STUDS REQ'D QEND SIMPSON A34 CLIP TO W OF LANDING WI MIN. (6) FLOOR SYSTEM H— 16d NAILS FROM Q LEDGER TO STUD PACK LINE UP 2xJQI ST I N LINE WITH MIDDLE W STANDARD(3)2X12 2x12 STRINGER TO BE STRINGERS WI UTILIZED AS BLOCKING SIMPSON A35 I A34 CLIP TO FLOOR SYSTEM &LANDING FRAMING 2xJOISTS LANDING 0 c 16"O.C. WI SIMPSON O A35 OR LUS26 HANGER z ON EACH SIDE U) Q, W I 6" MIN. WW Q O (2) 2x BEAM PER 2xJOI ST (P.T. IF SCHEDULE REQ'D 4-0 MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAN MASONRY WALL) CONT STRINGERS TO TL MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST (NAILS c@ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W1(3) 10d 'TO EACH STUD. ((2) 114" z LL BUILT UP COLUMNS TOENAILS EACH END x 3 112" TITENS a 16" ```0�0111olralla�s�' BELOW O.C. MAX. FOR . ,,��5 .... ••••• �'ie�, a N A A PLAN VIEW � 0 DEGREE TURN LANDINGCO (MASONRY WALL) 10 MIN. :�� •.•� co SEE SCHEDULE FOR MAX WIDTH OF LANDING at� ...w � c7f' Q " Ui MIN. (3) 2x SYP 92 �'•. r•• oj'` : � mC Q STUDS REQ'D @ END OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER W •• •• �w LEDGER TO STUD LANDING ATTACHED �ahaii>li�►���� oo LL OF LAMM STAIR WINDER DETAIL PACK PER GENERAL FLOOR 0 CONSTRUCTION (NOTES MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING DEPTH WI (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING W STANDARD(3)2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER 0 rs IIL SYP #2 STRINGERS W1 MASONRY WALL) GENERAL FLOOR SIMPSON A34 / A35 CONSTRUCTION U CLIP TO FLOOR � NOTES �- SYSTEM & LANDING a 16 O.C. FRAMING � .^ BEAM c7, END OFW LL 1 0 LANDING PER SCHEDULE FW—? o a SEE PLAN FOR U' MASONRY WALL OR U_ 0 WOOD WALL SIMPSON A35 z CONNECTIONS co MASONRY WALL OR 0 FRAME WALL BEYOND ups (2) 2x BEAM PER 2x JOIST (P.T. IF IY SCHEDULE REQ'D c 2x JOISTS PER ATTACHING TO''�'+ �''+► /�" /�'' f"� END OF LANDING FOR SCHEDULE r_�. LANDING (MASONRY WALL) CONT �—� R'�.�''V ,Ei.�rTl'1.iN VI- �E�I� T� LEDGER, � 0 STRINGERS TO 16 O.C. W1 SIMPSON LEDGER w1 (3) 16d CONNECT TO. BEAM ca A35 OR LUS26 HANGER (NAILS iia 16 O.C. MAX. �, W TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 114" p J 0 In qq BUILT UP COLUMNS x 3 1/2" TITENS @ 16" c[ .,... 06° BELOW O.C. MAX. FOR( STRINGERS TO BE W `+wu A -,� MASONRY WALL) NOTCHED AT LANDING 0 z 0 �"� 0 , z J A- ► PLAN VIE 180 DEGREE TURN LANDING ��. 0 InSEE SCHEDULE FOR MAX WIDTH OF LANDING F- 5 04 0 0 ,� z (3) 16d TOENAILS z U y� N��� BEAM/JOISTS REQUIREMENT ,AT LANDING A35 a@ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING RISE OF STEPS AND 2x8 3/4" O.S.B. W1 8d NAILS MIN. TREAD DEPTH 2x6 @3"O.C.TOP AND . 121-01t(2) (1) 2x12 (1) 2x8 BOTTOM CHORD 4'-0" I -JOIST PER FRAMING (3) 2x12 2x8 PLAN W1 SQUASH 11'-0" (2) 2x12 BLOCK OR 6'-01, (1) 2x12 (1) 2x8 BEAMIFLOOR TRUSS 4'-0" PER PLAN (3) 2x12 2x8 81-0, 101-011(2) PENDING LANDING 2x6 6-011 HEIGHT AND PLAN 2x6 4'-0" LAYOUT, HEADER (3) 2x12 WITHIN SUPPORT _ 9'-0" WALL COULD BE 2x8 T-0" REQUIRED. SEE PLAN 2x!2 STRINGERS ONE 5'-0" FOR REQUIRED ON EACH SIDE AND (3) 2x12 HEADER AND ONE @ MID-SPANSUPPORT 8'-0" (2) 2x12 2x8 T-01- -0"(1) INFORMATION. A34 EA. STRINGER----�.,�, 5'-0" TO LANDING (3) 2x12 2x12 2x ATTACHED TO (2) 2x12 2x JOIST (P.T. IF STRINGER I I T-0" ATTACHING TO 2x6 51-011 MASONRY WALL) CONT I I I 2x12 LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I (1) 2x12 (1) 2x8 NAILS c@ 16" O.C. MAX. ON EACH SIDE AND `` TO EACH STUD. ((2) 114" ONE @ MID -SPAN x 3 112" TITENS @ 16" I (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDI NG 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)" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 2x6 VERTICAL a 6-0' DISTANCE OF 1-1/2" COLUMN 2x4 #2 SPF STUDS a SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT ,AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 2x12 2x6 61-011 121-01t(2) (1) 2x12 (1) 2x8 2x6 4'-0" �. (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-01, (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 81-0, 101-011(2) 2x12 2x6 6-011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" 9'-0" (2) 2x12 2x8 T-0" (1) 2x12 (1) 2x8 2x6 5'-0" ` SEE ARCH PLAN 2x4 CONT. TOP PLATE (3) 2x12 2x8' 0.. 8'-0" (2) 2x12 2x8 T-01- -0"(1) (1)2x12 (1) 2x8 2x6 5'-0" MAX. 4'-0" ABOVE FLOOR (3) 2x12 2x12 91-01, (2) 2x12 2x8 71-0" T-0" (1) 2x12 (1) 2x8 2x6 51-011 U-0-1(2) 2x12 2x8 81-01, (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" NAILS 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 T�� GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM T�iGETHERUSING (2) 12d NAILS AT 4" Q.C. 314"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UN DER BEAM S LESS THAN 2x12) PLAN EQUALLY SPACEDICENTERED IN TRUSS SEE PLAN SANF'ORD TRUSS TO OUTSIDE a � FACE OF TRUSS `�� XTO�HANDRAIL CONNECTION 14�T FLOOR TRUSSES SINGLE TRUSS PAMLLELTO FLOOR PERPENDICULAR TO FLOOR 3f4"=1'-0" N.T.S. � � '� � � � Q N,� U-1 W w co � SCALE: AS INDICATED DATE: 08/09/2016 JO W 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 ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. " (-j as IN � x 3e z cry,; ; �. H P.� 3 2 F-- O 0� jgk ` SEE ARCH PLAN 2x4 CONT. TOP PLATE _J MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z W STUDS W/(2)16d TOE W 2x4 #2 SPF STUDS X X NAILS 24" O.C. 2x4 SILL PLATE W! (2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, U ��■ 2x6 VERTICAL a 6-0' 2x4 #2 SPF STUDS a SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U O.C. MIN. AND a@ ANY 10d NAILS @a 4" O.C. 24" O.C. W1(2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND < OPENING W11N (NOTCHED r'a 2x6 TOENAILS BOTTOM TABLE 8301.5 (FBC 5TH EDITION) Z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). a W KNEEWALL FOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING 0 - TO ALLOW VERTICAL TO 2x L -BRACE WI 12d 2x6 VERTICAL AND TO SLIDE DOWN TO 0 NAILS @ 4" O.C. L -BRACE @a U-0" O.C. & FACE OF TRUSS a cQx ANY OPENING Q 2x4 CONT, TOP PLATE .a � (ATTACH TOP PLATE 0 co ATTACH 2x6 VERTICAL TO STUDS WI 2 16d () Z Z �- DOUBLE TRUSS PARALLEL TOFLOOR TO TRUSS W/ (3) %" x 3" SIDS WOOD SCREWS 3 1 /2" TOE NAILS LLII Z z "- F— 0 SECTION X► -X N.T.S. EQUALLY 'r J Q -j SPACEDICENTERED IN 2x4 #2 SPF STUDS @a Z tli LLI 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER G ATTACH TOP PLATE TO SI" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE w 0 0 � STUDS 2/ (2) 16d TOE STUDS W1(2) 16d TOE " I ATTACHED TO TRUSS = 00 NAILS NAILS '` SEE ARCH PLAN I BELOW (OTHERWISE F'" � W C'4 W 2x4 #2 SPF STUDS @ gk ATTACH W/ (2) 12d I toZ 24" O.C. W1(2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS BOTTOM) sJ J TOENAILS BOTTOM 2x4 #2 SPF STUDS Q I C,0 W C30 U SLICE CUT PLYWOOD 24" O.C. W1(2) 12d NOTCH FLOOR 2x4 SILL PLATE W1(2) Z Wj >- �. FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO I 16d TOE NAIL EA. 0 --) 4 0 _ ACCOMMODATE 2x I CONT. BRACE & 10d 0 2x4 SILL PLATE WI (2) NAILS @ 4" O.C. TO p Of 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS a@ 4" O.C. FLOOR SHEATHING co D WI (2) 10d NAILS Q 4" PLYWOOD FLOORING N (NOTCHEDc@ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS), I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG f BAD TO SLIDE DOWN TORWI (2);/4"x3" SDS DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY � STRAP (1 EA. SIDE OF SPACED & CENTERED -STRUCT: TNT STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK: cc TO TRUSS W/ (3) Y4" x 3" L-BRACE @a 6'-0" Q.C. & _j < JOB Na. TM - 2152853 FLOOR BEAM GONDITIQN SDS WOOD SCREWS at, -,`a ANY OPENING ��u_QiNc H FLQQR BEAM SEE � 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 T�� GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM T�iGETHERUSING (2) 12d NAILS AT 4" Q.C. 314"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UN DER BEAM S LESS THAN 2x12) PLAN EQUALLY SPACEDICENTERED IN TRUSS SEE PLAN SANF'ORD TRUSS TO OUTSIDE a � FACE OF TRUSS `�� XTO�HANDRAIL CONNECTION 14�T FLOOR TRUSSES SINGLE TRUSS PAMLLELTO FLOOR PERPENDICULAR TO FLOOR 3f4"=1'-0" N.T.S. � � '� � � � Q N,� U-1 W w co � SCALE: AS INDICATED DATE: 08/09/2016 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 ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY #16-2350