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301 Big Spring Ter 16-1984 (new sfh) (a)
THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.N., 200 AMP SERVICE/PANEL 50X, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. REDRAW NOTE S ' GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014) LOT _THORNBROOKE 40 s NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS 18 7 ARE TO BE CONSIDERED "NOMINAL DIMEN5ION5" DARLINGTON OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, 2585 CEILING CONSTRUCTION: ELEV. B I. THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (159 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) 8102.3.5. GARAGE RIGHT EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, PER F.B.C.R. 5TH EDITION (2014) R103.62.1 WEEP 5CREED6 SHALL BE A MINIMUM NO, 2b GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED TAYLOR MORRISON AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103b.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BA5ED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM C 926. DTII N 1 5 06-15-16 CREATED LOT SPECIFIC PLAN FOR LOT 181 IN THORNDROOKE 40's, ELEVATION 115" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: CEILING FAN PRE -WIRE, ADDITIONAL SINK AT BATH 3, DEN, 9 FT. POCKET SLIDER AT FAMILY ROOM, 8 FT. INTERIOR DOORS AT MAIN FLOOR, (2) RECE55ED CAN LIGHTS, VENT HOOD/MICOWAVE TO OUTSIDE, R-38 INSULATION, LAUNDRY TUB ROUGH -IN, 15T AND 2ND FLOOR WOOD BALU5TER5 WITH STAINED HANDRAIL. PLAN REVISIONS GCO CO TROL UO NT STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1:11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5.6, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR ALENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WIDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 No ACCE65 TO EXTERIOR THROUGH A DOOR. THE WIDOW MUST HAVE A MAXIMUM DRAWINGINDEX OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND COV - GENERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS. / / 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTENDTO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 1 - SLAB INTERFACE PLAN CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. 2A1 - MAIN FLOOR PLAN NOTES WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 2A2MAIN FLOOR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. JOB NUMBER 26002.148 CAD FILE NAME x ro ISSUED 06-15-16 to 00 r 0 EST. 1994 F�=— J U) O -i �/� V� 0'�p N ,= > > J N L V o '0 U. 00 :9 z.01, � E V- Yro W MSN 0oCro� ZNLIt mom JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED EST. 1994 F�=— — DWELLING / GARAGE OPENINGS: w 0, 2 B 1 -UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (6,C.) OR HONEYCOMB m CORE STEEL DOORS NOT LE55 THAN 13/81' THICK, OR 20 MINUTE EIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE, r/ o A5 0 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: � © z PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. �•■� .r LLi .(i 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS _ -.' / / ASPHALT SHINGLES (IF APPLICABLE) : '`�' , U 3B1 - FRONT ELEVATION 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND 8905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN.�� 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, �*°� '• a'�,r� �i,� 3B2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 45;) A p BEAT R,I1 OR ONE LAYER OFIV UDERLDAYMENTi5 REQUIREP IN ACCORDANCE COMPLYIING WITH ASTM D 226, TYPEITH S1, A5TM DCTION g052.1. FOR 456g TYPE IV OFR SLOPES FROM 15 REQUIRED IN VERTICAL ACCORDANCEUNITS WITH SECTION � r� � =�2 ..� 3 B 3 -FLASHING DETAILS 89052.1. :� .� =- �: --�.� . � - =�1 0 a CLAY AND CONCRETE TILE IIF APPLICABLE) JUL 14 2016 1. 3B4 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S IN15TALLATICt IN5TRUCTION5, OR ��+�� �`•.rN�� 1�,5 �� SEC ION R3012.1.3NS OF FR5A/TRI OR THE RECOMMENDATIONS OFHIGH IND RAS I1S,119ETE OR 20. REQUIRED UNDERLND CLAY ROOF TILE AYMEN?PER F.B.C.R. - 5TH EDITION MANUAL, FIFTH TIONNWHERE THE Ymi) 16 (2014) 8905.3.3 SHALLLECONFORM WITH A5TM DINED IN A226, TYPE ;- _« 4A - MAIN FLOOR ELECTRICAL P LAN 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS 4B - UPPER FLOOR ELECTRICAL PLAN OF RAS 118, 119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : '■■r' 0 I, WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. V) TUB AND SHOWER AREAS: N I. CEMENT, FIBER -CEMENT, 08 GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5ON GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS: IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE To ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. U,CORD COPY 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. ' I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, REVIEWED FOR CODE COMPLIANCE OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 00 (1b2 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. PLANS EXAMINER 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE 10.48 ,■� • ((* - �� mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, DATE 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >= SANFORD BUILDING DIVISION OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 0 LICENSE TO PROCEED WITH THE WORK AND NOT AS EXHAUST FANS AND VENTING: AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED To THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT SOFFIT, RIDGE VENT OR CRAWL SPACE. THE BUILDING OFFICIAL OF ERROR$ IN TER PLA 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE COMPACTION 'TEST MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND 2585 REQUIRED FAN FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER • Results to be Verified 15 MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER01 ut ,Slab inspection EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." TITLE 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, COVER SHEET GENERAL NOTES # 1 6 _ 1 9 8 4 ATTENTION GENERAL CONTRACTOR / BUILDER: _ ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - ���4DINO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE To APPLICABLE BUILDING - CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY SANFORD REV151ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL o ti� 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. SHEET • FF ��t REV. 10-14-2015 C,0v DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 ,813.925.1300 TEL 813.925.1800 FAX W W W.DAWSBEWS.COM TAMPA • 1DEr-ry M EST. 1994 F�=— — DWELLING / GARAGE OPENINGS: w 0, 2 B 1 -UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (6,C.) OR HONEYCOMB m CORE STEEL DOORS NOT LE55 THAN 13/81' THICK, OR 20 MINUTE EIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE, r/ o A5 0 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: � © z PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. �•■� .r LLi .(i 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS _ -.' / / ASPHALT SHINGLES (IF APPLICABLE) : '`�' , U 3B1 - FRONT ELEVATION 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND 8905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN.�� 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, �*°� '• a'�,r� �i,� 3B2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 45;) A p BEAT R,I1 OR ONE LAYER OFIV UDERLDAYMENTi5 REQUIREP IN ACCORDANCE COMPLYIING WITH ASTM D 226, TYPEITH S1, A5TM DCTION g052.1. FOR 456g TYPE IV OFR SLOPES FROM 15 REQUIRED IN VERTICAL ACCORDANCEUNITS WITH SECTION � r� � =�2 ..� 3 B 3 -FLASHING DETAILS 89052.1. :� .� =- �: --�.� . � - =�1 0 a CLAY AND CONCRETE TILE IIF APPLICABLE) JUL 14 2016 1. 3B4 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S IN15TALLATICt IN5TRUCTION5, OR ��+�� �`•.rN�� 1�,5 �� SEC ION R3012.1.3NS OF FR5A/TRI OR THE RECOMMENDATIONS OFHIGH IND RAS I1S,119ETE OR 20. REQUIRED UNDERLND CLAY ROOF TILE AYMEN?PER F.B.C.R. - 5TH EDITION MANUAL, FIFTH TIONNWHERE THE Ymi) 16 (2014) 8905.3.3 SHALLLECONFORM WITH A5TM DINED IN A226, TYPE ;- _« 4A - MAIN FLOOR ELECTRICAL P LAN 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS 4B - UPPER FLOOR ELECTRICAL PLAN OF RAS 118, 119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : '■■r' 0 I, WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. V) TUB AND SHOWER AREAS: N I. CEMENT, FIBER -CEMENT, 08 GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5ON GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS: IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE To ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. U,CORD COPY 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. ' I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, REVIEWED FOR CODE COMPLIANCE OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 00 (1b2 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. PLANS EXAMINER 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE 10.48 ,■� • ((* - �� mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, DATE 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >= SANFORD BUILDING DIVISION OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 0 LICENSE TO PROCEED WITH THE WORK AND NOT AS EXHAUST FANS AND VENTING: AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED To THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT SOFFIT, RIDGE VENT OR CRAWL SPACE. THE BUILDING OFFICIAL OF ERROR$ IN TER PLA 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE COMPACTION 'TEST MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND 2585 REQUIRED FAN FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER • Results to be Verified 15 MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER01 ut ,Slab inspection EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." TITLE 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, COVER SHEET GENERAL NOTES # 1 6 _ 1 9 8 4 ATTENTION GENERAL CONTRACTOR / BUILDER: _ ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - ���4DINO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE To APPLICABLE BUILDING - CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY SANFORD REV151ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL o ti� 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. SHEET • FF ��t REV. 10-14-2015 C,0v 0 61 _ N.B. t H,B,. ELEVATION l ) m'-4" 52'-4" PITCH I/8" / FT. Lu u 13'-8" TAYLOR MORR150N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES wood G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • x ro w 150 STATE STREET EAST OUXMW FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994 c---- r 0 JLtoO 0 J co bill N OQiM • 0 0 ro` N O 0 -CO 3�EF I Y ro°' CIS N 4 J 0 6. 4ij Q co z _ � 5m GAL, i G.C. VERIFY ACRYLIC; I IL ON LANAI 31' Im° - 20'-0" _ I I17 7p o OF REF. rAA 3B2 PITCH C.J. --- -------------�r---------------------- 1/8" / FT. PROVIDE WATER /> /� PITCH W e REFERENCE ELEVATION e1LA11--- LINE FOR ICE MAKER / // oe � o TO DRAIN i Q `r PAVER DRIVE / LEAD WALK LU " 8(+)m' G m° wNOTE: / ALL SLAB ANGLES ARE AT 45° (UN.O.) L.T. ROUGH -IN n. i 3/4" CONDENSATION AIR HANDLER DRAIN BY PLUMBER LINES FROM I' 3" 2' 5" IS' -6" 8" 28 -8 " I Im _IV - UPPER FLOOR IT -7 3 -8 n, C�I I 3/4" RECESS FOR ENTRY DR4�3 4" P.V.C, � I 3'-6"x3-6" A/C 1 QPAID (5EE MECH.CONTRACTOR 2m' -Il" 2'-1" 1'-8" 31.10113' I 4'-1" 3'-2"SHOUJER FOR LOC.) Ig' -m" co TILE I 71 - - -� �- - - - - - 5EAT RECESS 3/4 CONDENSATION ABY. 21-011 OPT. OPT. 4" P.Y.C. DRAIN BY PLUMBER \ ,�, ,I _ I DRYER I I WASHER \,LAV.� 5'-6" , L J L J W.G. N �,I _ _ - 8" CME. WALL ABV.. _c( _'8° C.M.U. WALL ABV. H,B,. ELEVATION l ) m'-4" 52'-4" PITCH I/8" / FT. Lu u 13'-8" TAYLOR MORR150N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES wood G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED • x ro w 150 STATE STREET EAST OUXMW FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994 c---- r 0 JLtoO 0 J co N OQiM • 0 0 ro` N O 0 -CO 3�EF I Y ro°' CIS N 4 J 0 6. 4ij Q co z • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED uJ im Ic') co Imm CD® Z LL CD ��� �1 • a•� f I'r 0 0 0 V) ne 0 00 0 >7 0 W `� � g• t1~ � II W . oil 2585 w\LDll SANFORD #16 984 SLAB INTERFACE PLAN SCALE: 1/4" = 17 GARAGE RIGHT • SHEET • • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMW FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994 c---- uJ im Ic') co Imm CD® Z LL CD ��� �1 • a•� f I'r 0 0 0 V) ne 0 00 0 >7 0 W `� � g• t1~ � II W . oil 2585 w\LDll SANFORD #16 984 SLAB INTERFACE PLAN SCALE: 1/4" = 17 GARAGE RIGHT • SHEET • • 1 1; __ 1 11 1 • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED REFER TO SHEET 2A2 FOR MAIN FLOOR T.O.M. T.O,M. T.O.M. T.o,M, T.O.M. PLAN DIMENSIONS 9' 4" 9'-4" 9'-4" 2 - 26 5H. VENT MICROWAVE HOOD TO EXTERIOR A.FF. AFF. HD, AT 8'-0" A.F.F. H.R. O.H.C.— O.H_C. _ 50 GAL. O 0 � T.O.M. �BOTT. OF LINTEL W.H./ AT 8'-0" A.F.F. T.O.M. G.C. VERIFY 8' 0" H. I I I r — — — — — — — — --- A.F.F. yyy 91- 4° INTERIOR DOORS I = I RANGE AT MAIN FLOOR �* I o W/ HOOD 1 * * * * ARCH FROMI ( O( o 8'-0" To 8'-8" I 1 U 1 - FAMILY ROOM 1 2c I � _ I INSULATE LANAI LINE OF 5ECOND DINING ► — 9'-8"x14'-4" 19'-6"x14'-0' I \ / KITCHEN 1 2 -STORY VOLUME FLOOR ABV. 10' -6"x14' -O" I / \ 9'-4" FLAT CLG. I WALLS I 1 9 -4 PLT. HT. 1 - 1 9'-4" FLAT CLG. AA G.G. VERIFY e 2 STORY 19'4" 41 I I I 3B2 ACRYLIC CLG. CC GF BALUSTEIRS WFY �ITHD / / I X ~I 1 I I OARAGo -O ON LANAI �, I / �,. a 1 STAINED HAND RAIL I I I 9'-4" PLT. HT. T.O.M. I CPT. TILE / / `��' INSULATE I� — �I °- I PAVER DRIVE / F4'1-\ 42" H. / �� W I LEAD WALK 91-411 �-- OPENING I ARCH FROM �� 6'- ABOVE � oc AFF. o TO UNDER RAILING STAIR DATA: / G� 1 V-6" TO 8'-10" / / �� LINE OF SECOND I Q STAIRS 18 RISERS AT / I FLOOR ARV, o I "' 138" EACH 9 43\ u — — — R/S UF' 10.00" TREADS / L.T. FLUSH FRAME `� I "' / \ ROUGH -IN TO FURRING a' 9' 4" SLOPING I 2 5 OR W I I ARCH FROM BARREL ARCH—), RCH \ � I � ( � V / ttyh a I CLG. ICLG. I I VO UME CLG. — 8' 0" TO 8' 8" 5 5HJ1. TO V-10" LINE OF SECOND I M- 1 00 I_ _ _ FLAT HDR --/2x8 WA — _ — �� ° 2x8 WA L FOYER FLOOR ABV. _'L--------- .. 6 AT 4'-4" I aZ AIR HANDLER 2x6 WALL -/9'-4" INSULATE Q uj SEE SECTION I g 4(:::�D LINES FROM cep' FLAT CLG. WALLS MASTER SUITE 19 4 I CLG. UPPER FLOOR 16'-0"x14'-4" CLG. u, +� ��� UII 1/ 2` L 9'-4" FLAT CLG. CLG. «= 8 ��� dI �����i m 2-66-0 M.C.MUP c� o '� a. BPI) M. BATH g' 4" °�•.�v "" tip. .ti- = AFF. = a � CPT. TILE g�.4�� � � � � DEN ENTRY�'�6CLG. PWDR 11'-4"x10'-6" 9'-4" PLT.HT.;.91.411 9'-4" FLAT CLG. FLUSH FRAME ' ©; Z ,. .. 24 G 7TIL TO FURRING PAVERS I G.C. VERIFY FOR I— — — — — — — BPI) 0 CLG. CLG. R-38 CEILING INSULATION .` 13,4,1640" A/C 113'"x3 6" A/C I OPT, OPT. 1 PAD (SEE MECN. PAD (SEE MEGH. r — — r — — T.O,M. d� �.•• .5 `�� 9'-4" DRYER _) I WASHER (CONTRACTOR I I CONTRACTOR I LAv. 2° — — — — ED. — — — — — — — — — FOR Loc.) I I FOR Loc.) I 5 5H. 1,0 , L i SH. J L _ _ J W.G. LAv Ll N.B. E: 13 5H. 26 5H. FLAT HEADER T.OM. T.O.M. TEMP. GL. ENCI AIR HANDLER HD. AT V-0" HD. AT 8'-0" AT 8'-0" AFF. 9 4" 9' 4" ON 42" H. LOW WALL LINES FROM DIRECT VENT DRYER (TYP.) UPPER FLOOR THRU EXT. WALL HANSEN BOX AFF. BELOW PRECAST LINTEL TYPICAL MASONRY X (a w WINDOW SCHEDULE 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 . 925 .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER -� EST. 1994 czz�_-- T o J0O i� 0 _j c') 21" 3111 (" 53" O's0) WINDOW CALL -OUTS (D V >�Jc" Lu 66 °°L • = 39" o0 C� ti �. �. J _ 0 �0 IL �C4 p 51" _ 0 N J (D 1/2 34 5H 24 5H 34 5H ron 000 00 z It • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED REFER TO SHEET 2A2 FOR MAIN FLOOR T.O.M. T.O,M. T.O.M. T.o,M, T.O.M. PLAN DIMENSIONS 9' 4" 9'-4" 9'-4" 2 - 26 5H. VENT MICROWAVE HOOD TO EXTERIOR A.FF. AFF. HD, AT 8'-0" A.F.F. H.R. O.H.C.— O.H_C. _ 50 GAL. O 0 � T.O.M. �BOTT. OF LINTEL W.H./ AT 8'-0" A.F.F. T.O.M. G.C. VERIFY 8' 0" H. I I I r — — — — — — — — --- A.F.F. yyy 91- 4° INTERIOR DOORS I = I RANGE AT MAIN FLOOR �* I o W/ HOOD 1 * * * * ARCH FROMI ( O( o 8'-0" To 8'-8" I 1 U 1 - FAMILY ROOM 1 2c I � _ I INSULATE LANAI LINE OF 5ECOND DINING ► — 9'-8"x14'-4" 19'-6"x14'-0' I \ / KITCHEN 1 2 -STORY VOLUME FLOOR ABV. 10' -6"x14' -O" I / \ 9'-4" FLAT CLG. I WALLS I 1 9 -4 PLT. HT. 1 - 1 9'-4" FLAT CLG. AA G.G. VERIFY e 2 STORY 19'4" 41 I I I 3B2 ACRYLIC CLG. CC GF BALUSTEIRS WFY �ITHD / / I X ~I 1 I I OARAGo -O ON LANAI �, I / �,. a 1 STAINED HAND RAIL I I I 9'-4" PLT. HT. T.O.M. I CPT. TILE / / `��' INSULATE I� — �I °- I PAVER DRIVE / F4'1-\ 42" H. / �� W I LEAD WALK 91-411 �-- OPENING I ARCH FROM �� 6'- ABOVE � oc AFF. o TO UNDER RAILING STAIR DATA: / G� 1 V-6" TO 8'-10" / / �� LINE OF SECOND I Q STAIRS 18 RISERS AT / I FLOOR ARV, o I "' 138" EACH 9 43\ u — — — R/S UF' 10.00" TREADS / L.T. FLUSH FRAME `� I "' / \ ROUGH -IN TO FURRING a' 9' 4" SLOPING I 2 5 OR W I I ARCH FROM BARREL ARCH—), RCH \ � I � ( � V / ttyh a I CLG. ICLG. I I VO UME CLG. — 8' 0" TO 8' 8" 5 5HJ1. TO V-10" LINE OF SECOND I M- 1 00 I_ _ _ FLAT HDR --/2x8 WA — _ — �� ° 2x8 WA L FOYER FLOOR ABV. _'L--------- .. 6 AT 4'-4" I aZ AIR HANDLER 2x6 WALL -/9'-4" INSULATE Q uj SEE SECTION I g 4(:::�D LINES FROM cep' FLAT CLG. WALLS MASTER SUITE 19 4 I CLG. UPPER FLOOR 16'-0"x14'-4" CLG. u, +� ��� UII 1/ 2` L 9'-4" FLAT CLG. CLG. «= 8 ��� dI �����i m 2-66-0 M.C.MUP c� o '� a. BPI) M. BATH g' 4" °�•.�v "" tip. .ti- = AFF. = a � CPT. TILE g�.4�� � � � � DEN ENTRY�'�6CLG. PWDR 11'-4"x10'-6" 9'-4" PLT.HT.;.91.411 9'-4" FLAT CLG. FLUSH FRAME ' ©; Z ,. .. 24 G 7TIL TO FURRING PAVERS I G.C. VERIFY FOR I— — — — — — — BPI) 0 CLG. CLG. R-38 CEILING INSULATION .` 13,4,1640" A/C 113'"x3 6" A/C I OPT, OPT. 1 PAD (SEE MECN. PAD (SEE MEGH. r — — r — — T.O,M. d� �.•• .5 `�� 9'-4" DRYER _) I WASHER (CONTRACTOR I I CONTRACTOR I LAv. 2° — — — — ED. — — — — — — — — — FOR Loc.) I I FOR Loc.) I 5 5H. 1,0 , L i SH. J L _ _ J W.G. LAv Ll N.B. E: 13 5H. 26 5H. FLAT HEADER T.OM. T.O.M. TEMP. GL. ENCI AIR HANDLER HD. AT V-0" HD. AT 8'-0" AT 8'-0" AFF. 9 4" 9' 4" ON 42" H. LOW WALL LINES FROM DIRECT VENT DRYER (TYP.) UPPER FLOOR THRU EXT. WALL HANSEN BOX AFF. BELOW PRECAST LINTEL ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * 1�. ISL. Z0 1 �ryp4 I 00 0 ����.lyR�yG SANFC?ftD HATCHING LEGEND � >m ��r�'AR,�� INSULATE WALL 0 #18_1984 MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 , • SHEET • TYPICAL MASONRY DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 . 925 .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER -� EST. 1994 czz�_-- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * 1�. ISL. Z0 1 �ryp4 I 00 0 ����.lyR�yG SANFC?ftD HATCHING LEGEND � >m ��r�'AR,�� INSULATE WALL 0 #18_1984 MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 , • SHEET • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS i� 20" 21" 3111 (" 53" H WINDOW CALL -OUTS (D 26" 12 5H 1/2 32 5H 22 5H 32 5H Lu = 39" 0 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" © 15 5H 1/2 35 5H 25 5H 35 5H ~ Z 12" 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NIRY OPENINGS FOR ALL WINDOJ5, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ MANUFACTURER AND 5PECIFICATION5. O z REFER 10 FLOOR PLANS FOR 5TYLE OF WINDOW J5ED (51NGLE HUNG -5H, GA5EMENT- G5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * 1�. ISL. Z0 1 �ryp4 I 00 0 ����.lyR�yG SANFC?ftD HATCHING LEGEND � >m ��r�'AR,�� INSULATE WALL 0 #18_1984 MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 , • SHEET • 11, REFER TO 6HEET 2A1 FOR MAIN FLOOR PLAN NOTE6 1'-4" .4" 2S' -m" =6 65'-4" 36'-4" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES • • x 0 DAVIS BEWS DESIGN GROVP r Lo EST. 1994 �_.�- JO00 0 J co n, M Oy co r >JN L Lo °�iL O 00 o� CO II u.Y ro°' L----JL----I II II REFER TO 6HEET 2A1 FOR MAIN FLOOR PLAN NOTE6 1'-4" .4" 2S' -m" =6 65'-4" 36'-4" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED • • x 0 DAVIS BEWS DESIGN GROVP r Lo EST. 1994 �_.�- JO00 0 J co M Oy co >JN L Lo °�iL O 00 o� CO u.Y ro°' CY ±' 0 0 g ®�, 111111 Z N d JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED r •'���i S • Qz c o �.CD ire m Q Z Cn O � z °C �O � oc 00o 'mq J F�m >= <- 2585 USANFORD g16-�984 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - I'-0 GARAGE RIGW • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET 2A2. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OMSMM, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 �_.�- r •'���i S • Qz c o �.CD ire m Q Z Cn O � z °C �O � oc 00o 'mq J F�m >= <- 2585 USANFORD g16-�984 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - I'-0 GARAGE RIGW • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET 2A2. W M d' b 00 CV O 44 0 .J W.(3 ®�, 111111 LLL ' co r •'���i S • Qz c o �.CD ire m Q Z Cn O � z °C �O � oc 00o 'mq J F�m >= <- 2585 USANFORD g16-�984 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - I'-0 GARAGE RIGW • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET 2A2. W �� r N n d w N LL 2x4 2x 2x4 FRAME FRAME WALL WALL 2 - 3050 SH. HD. AT 1'-8" FLUSH FRAME TO FURRING BELOW /OPEN TO BELOW G.C. VERIFY WOOD BALUSTERS WITH FRAME FLUSH FRAME 42" H. STAINED HAND RAIL 42" H. WALL TO FURRING RAILING RAILING BELOW R/5 ----------- 2-6x6.8 DO 5-0x6-8 9-0 sFD CLG, BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. * * * * * * * ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312.2 LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. s 2-4x6-8 A/C CLG. �i CHASE 941' 24" H. A/C 2- CLG. I a PLATFORM A.H. I R/5 o LNO.2 w I AA 352 �J4 5440-8 1 2-6x6-8 PROVIDE BPD I PAN AND DRAIN I 9'-0" UNDER A.H.U.-----------------1 I I BEDROOM 4 BATH 3 � 13' -6"x11' -o„ I 9'-0" FLAT CLG. 9'-0" F — CLG. 42 H. LAV. TYPICAL WOOD FRAME 150 STATE STREET EAST OWSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIWER RAILING WINDOW SCHEDULE IXU� Q WINDOW WIDTHS JQ�O Jc')N01 20" 24" IcN 45" cn IFI L___j WINDOW CALL -OUTS X � M ,. co p �. ` LAV. W.G. 20" 0 0 1818 F.G. 2015 F.G. I 4018 F.G. W W IQC� I L" ici GPT. rtILE BATH 2 m t J * m 91.011 2-6x6-8 CLG, O 1820 F.G. 2020 F.G. 2030 TEMP. 5H. PROVIDE 24" H. A/C HD, AT T-8" PAN AND DRAIN PLATFORM UNDER A.N.U. * * * * * * * ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312.2 LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. s 2-4x6-8 A/C CLG. �i CHASE 941' 24" H. A/C 2- CLG. I a PLATFORM A.H. I R/5 o LNO.2 w I AA 352 �J4 5440-8 1 2-6x6-8 PROVIDE BPD I PAN AND DRAIN I 9'-0" UNDER A.H.U.-----------------1 I I BEDROOM 4 BATH 3 � 13' -6"x11' -o„ I 9'-0" FLAT CLG. 9'-0" N CLG. • LAV. TYPICAL WOOD FRAME 150 STATE STREET EAST OWSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIWER 3050 5H, WINDOW SCHEDULE HD, AT T-8" Q WINDOW WIDTHS JQ�O Jc')N01 20" 24" 36" 45" cn IFI WINDOW CALL -OUTS M ,. �. ` o°tL, 20" 0 0 1818 F.G. 2015 F.G. 3015 F.G. 4018 F.G. W 3�E x t J * m = 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1530 5H 2030 5H 3030 5H 4030 5H Z 45" 0 1540 5H 2040 5H 3040 5H 4040 5H '—' z 60" 1550 5H 2050 5H 3050 5H 4050 5H 3: 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, w WINDOW 5IZE5 AND IN57ALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) * * * * * * * ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312.2 LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. s 2-4x6-8 A/C CLG. �i CHASE 941' 24" H. A/C 2- CLG. I a PLATFORM A.H. I R/5 o LNO.2 w I AA 352 �J4 5440-8 1 2-6x6-8 PROVIDE BPD I PAN AND DRAIN I 9'-0" UNDER A.H.U.-----------------1 I I BEDROOM 4 BATH 3 � 13' -6"x11' -o„ I 9'-0" FLAT CLG. 9'-0" N CLG. • LAV. LAV. 150 STATE STREET EAST OWSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIWER 3050 5H, r 0 HD, AT T-8" Q * EGRE55 G.C. VERIFY FOR zo~ R-38 CEILING INSULATION ea I • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED LLJ • x 0 w a: °o 150 STATE STREET EAST OWSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIWER EST. 1994 Fzz--- r 0 Q 0 JQ�O Jc')N01 i W .(_j 'A o 's �I N r M ,. �. ` o°tL, cc 0 0 co w 0� C0 3�E x t J * m 00 2co .201 • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED — f" •okk I rvlo 0 ne, 0 00 0 1 >= 2585 ����.ra/Nc • SANFORD • TI TLE �� • OZpAR ���i. UPPER FLOOR PLAN NOTES - V. UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" = 14" 2B1 GARAGE RIGHT LLJ DAVIS BEWS DESIGN GROVP a: °o 150 STATE STREET EAST OWSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIWER EST. 1994 Fzz--- — f" •okk I rvlo 0 ne, 0 00 0 1 >= 2585 ����.ra/Nc • SANFORD • TI TLE �� • OZpAR ���i. UPPER FLOOR PLAN NOTES - V. UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" = 14" 2B1 GARAGE RIGHT LLJ a: °o V / o00N t70 Q ®z W .(_j _J u _ �pS ,. cc w — f" •okk I rvlo 0 ne, 0 00 0 1 >= 2585 ����.ra/Nc • SANFORD • TI TLE �� • OZpAR ���i. UPPER FLOOR PLAN NOTES - V. UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" = 14" 2B1 GARAGE RIGHT 6 6 M 54'_4n JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 I I REVISED • . C x DAVIS BEWS DESIGN GROUP r 0 0 -1 0 —�� EST. 1994 _j t' fn M i N 'r Jm �. L. ° iL C. 0 0 � a -0 OJ ECo LL X C'i ito�*_'�o p0C0r` 4a 224 L 1 NMI JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 I I REVISED W M 4 W m 0 C z .�..� W .� LL co • n p: J ' '0: .Q. K Lam.. V All 0 0 1 � 000 J 2585 U #16„1984 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" _ 1'.01 GARAGE RIGHT • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, (]ARIDA 346T7 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER —�� EST. 1994 W M 4 W m 0 C z .�..� W .� LL co • n p: J ' '0: .Q. K Lam.. V All 0 0 1 � 000 J 2585 U #16„1984 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" _ 1'.01 GARAGE RIGHT • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 8" TRAY CLG. IN MASTER SU UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAILSTO COMPLY WITH FBC R301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION (2014). 42" H. - RAILING 3/4" PLYWD DECKING w r a 0 SO FLOOR 42" H. - RAILING BEAM YSTEM LINE OF 6'-8" MIN. BEAM FLOOR HEAD CLEARANCE x m w SYSTEM Lo U TO o� � EST. 1994 -i rA 0��M Y/ ` >;JN L• 00 2x STRINGERS 1000" �Y�rn 36" H. CONTINUOUS ��N LJ *fp 00c�r` z (D 20 GRASPABLE (TYP.) RAILING 42"H. u I" NOSING Imo— RAILING (TYP.) STORAGE UNDER -T 2x TREADS AND x STAIRS `r Ix R15ER5 (TYP.) N 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - I'-0" TYP. ARCHWAY ASCALE: 1/4" - I'-0" • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED x m w ro) all DAVIS BEWS DESIGN GROVP Lo U TO o� � EST. 1994 -i rA 0��M Y/ ` >;JN L• 00 �Y�rn ��N LJ *fp 00c�r` z (D 20 • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED uj M Q Y r tV Z LL Im O o: .. O ~ , O= me 0 00 0 >= 2585 6v\LDING • • USANFORD -19a4 PLAN DETAILS - SCALE: 1/4" - I'-0" GARAGE RIGHT • SHEET • ro) all DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAV4SBEWS.COM TAMPA •DENVER � EST. 1994 uj M Q Y r tV Z LL Im O o: .. O ~ , O= me 0 00 0 >= 2585 6v\LDING • • USANFORD -19a4 PLAN DETAILS - SCALE: 1/4" - I'-0" GARAGE RIGHT • SHEET • i I/2°THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R1031o.1 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH ED1710N (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER R15C.R. - 5TH EDITION (2014) 83122 PLT, NT, 4" BANDING--- (TYP.) SECOND FF. LINE T.O.M. =rl M `A 8" BANDING d TEXTURED FIN15H SMOOTH rtvtl iotn (ASSUMED) 6 1� /SHINGLE G.C. VERIFY ROOF/ 12 ALUMINUM OVER 6� 2x6 5UB-FASCIA (TYPICAL) L STUCCO FINISH? r 12�/ 12 6� /SHINGLE rl 12 J6 — STUCCO 6" BANDING FINISH SHINGLE ROOF PLT, HT. L STUCCO FINISH? cA 6" BANDING LLL*l r ZUCCO 6 12 Q / FINISHROOF7 SECOND FF. LINE x m - SHINGLE ROOF - T.O.M. C0 0 '0 � 0 to co BANDING 8" BANDING = o�MM r� N r- - El ❑ ❑� [71 ❑❑ TEXTURED FINISH ` , JN 17117E1717El❑ 0 0 SMOOTH 0 c TEXTURED QUOINS (TYPJ E iL 0 m-8) - F7 F-7 F7N MAIN FF. LINE 4" BANDING GRADE LINE DOOR SURROUND 00 zN2a (ASSUMED) FRONT ELEVATION SCALE: 1/4" - 1411 • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED x m 150 STATE STREET EAST OUXWAR, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM C0 0 '0 � 0 to co o�MM r� N r- ` , JN 0 0 0 c E iL 0 m-8) = J * m �+ 00 zN2a • JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED U.J a:co cn V c -ac 00 r cy C) O z (j. (3 is` M111111!!!!cio + LLL • `��..� /ice cq awl a v �ZZ % /111111 00 0 Lie W V m�w�r•r••rwr•u�iririrrr� 2585 r <)APIA R #16-1984 ELEVATION "B GARAGE RIGHT • TI TLE • FRONT ELEVATION DETAILS II 3B1 II DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXWAR, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • L?EIVVER EST. 1994 U.J a:co cn V c -ac 00 r cy C) O z (j. (3 is` M111111!!!!cio + LLL • `��..� /ice cq awl a v �ZZ % /111111 00 0 Lie W V m�w�r•r••rwr•u�iririrrr� 2585 r <)APIA R #16-1984 ELEVATION "B GARAGE RIGHT • TI TLE • FRONT ELEVATION DETAILS II 3B1 II LANAI ROOF ------------------- ----- :--------- VENT REQUIREMENTS I I VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. 4:12 i HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 6.12 I HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. I 6:12, , I ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. i I I i I I �e I I I I I I I UPPER ROOF I VENT REQUIREMENTS VENTILATION CALCULATIONS DAVIS BEWS DESIGN GILOVP G.G. VERIFY FOR ATTIC AREA =1453 SQ. FT. / 300 = 4.84 SQ. FT. EST. 1994 � R-35 CEILING INSULATION X 144 = 697 SQ. IN. I w I Lf I ~ .I HALF AT UPPER 2/3 ROOF VENTS = 348.72 SQ. IN. 612. n � � 6-12 11111111/r # UPPER 2/3 ROOF VENTS REQUIRED = 3 I I HALF AT LOW SOFFIT / EAVE VENTS = 348.72 SQ. IN. w ACTUAL SOFFIT VENTILATION =1623.1 SQ. IN. I I I -D�� FL 3�E n yi0 I i I I I I I I s1 t I I ul I 6:12 6:12 I L--------- ----- ---J 6:12 I I r - I I I I I w i LOWER ROOF 6:12 6:12 VENT REQUIREMENTS VENTILATION CALCULATIONS I I ATTIC AREA = 526 SQ. FT. / 300 =1.75 SQ. FT. X 144 = 252 SQ. IN. a HALF AT UPPER 2/3 ROOF VENTS =126.24 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = i HALF AT LOW SOFFIT / EAVE VENTS =126.24 SQ. IN. ACTUAL SOFFIT VENTILATION = 704.8 SQ. IN. TYP. OVERHANG AA AT HIP (U.N.D.) ROOF PLAN. SCALE: 1/8" _ I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5-C.R. 5TH EDITION (2014) R103b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPE=NING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5;ED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HEID FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 AT ROOF C RL. (TY GARAGE 6 1� ROOF TRU5 AT 24" O.C. (TYPICAL) 12 GIRDER i -TRUSS /2-5TORY rill L111111111, rL1111111 1� SECTION AA. SCALE: 1/8" = 1411 12 �a6 D4 GONG. LINTEL v- 6 1� Q6 SHINGLE SHINGLE 6 IIS ROOF ROOF 7 PLT. HT. / PLT. HT. B-TEMP,L5TUCCOFIN15H FINI5H 7 SHINGLE ,/ �l ROOF L -SHINGLE r. SECOND F.F. LINE SECOND F.F. LINE _ 8" a6 ROOF _ _O.M. FF. L T.OM. /TEXTURED a� TEXTURED FINISH FINIS; 7 MATCH � DISTANCE MAIN FF. AT FRONT LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE77�7 GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION SCALE: I/8" - 1'-0" 12 12 6� SHINGLE 12 E6 X N w DAVIS BEWS DESIGN GILOVP r U '' o o lQ EST. 1994 � z 0 Lf ~ .I !_ > N O 11111111/r l` ,j ��11 • � _j 00 �a� w 0-1 CO -D�� FL 3�E W w: cm w� iJ -o `0 ro00ti w w w �+ ZN2d _¢-- w � z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5-C.R. 5TH EDITION (2014) R103b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPE=NING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5;ED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HEID FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 AT ROOF C RL. (TY GARAGE 6 1� ROOF TRU5 AT 24" O.C. (TYPICAL) 12 GIRDER i -TRUSS /2-5TORY rill L111111111, rL1111111 1� SECTION AA. SCALE: 1/8" = 1411 12 �a6 D4 GONG. LINTEL v- 6 1� Q6 SHINGLE SHINGLE 6 IIS ROOF ROOF 7 PLT. HT. / PLT. HT. B-TEMP,L5TUCCOFIN15H FINI5H 7 SHINGLE ,/ �l ROOF L -SHINGLE r. SECOND F.F. LINE SECOND F.F. LINE _ 8" a6 ROOF _ _O.M. FF. L T.OM. /TEXTURED a� TEXTURED FINISH FINIS; 7 MATCH � DISTANCE MAIN FF. AT FRONT LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE77�7 GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION SCALE: I/8" - 1'-0" 12 12 6� SHINGLE 12 E6 JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED X N w DAVIS BEWS DESIGN GILOVP r U '' o o lQ EST. 1994 � O 0 Y/ 2 M ~ .I !_ > N ® 11111111/r l` ,j ��11 • � _j 00 �a� LM 0-1 CO -D�� FL 3�E w: cm w� iJ -o `0 ro00ti w w w �+ ZN2d _¢-- JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED ROOF 6�+��r,''� SHINGLE PLT. HT. ROOF PLT. HT. ]./'TUcco FINISH] SECOND F.F. LINE 4� SHINGLE g /` 5ECOND FF. LINE ROOF -- T.OM. - — TEXTURED _ TEXTURED tr FINIS; 6, 00 FINIS; MAIN If. LINE TEMP.U _MAIN FF. LINE_ GRADE LINE - - - - - GRADE LINE (A55UMED) (ASSUMED) REAR ELEVATION 5CALE:1/8" = 1'-0" 12 a6 /5NINGLE 12 SHINGLE D6 ROOF i PLT. Hr. ROOF7 PLr, HT. 0 Stucco /5TUCCO /5TUCCO FINIS; 7 ;o FINIS; 7 SHINGLE 12 FINISH 7 ve SECOND F.F. LINE�-5HINGLE _ ROOF all-SECON_D F.F. LINE ROOF gSECOND FF, LINE T.OM. /7 TDM, 2585 -TEXTURED = `! TEXTURED TEXTURED FINISH MATCH DI5 ANCE FINISH 7 FINISH 7 �o oil\LnIN� AT FRONT l MAIN F.F. LINE _ _ _ _ _ - _ _ _ - _ _ _ - _ MAIN FF. LINE_ SANFORD GRADE LINE GRADE LINE °F„IR��� (A55UMED) 1455UMED) RIGHT ELEVATION 16 9 94, SCALE: 1/8" = 14" ELEVATION "B" GARAGE RIGHT Lu m CL M DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 � ROOF 6�+��r,''� SHINGLE PLT. HT. ROOF PLT. HT. ]./'TUcco FINISH] SECOND F.F. LINE 4� SHINGLE g /` 5ECOND FF. LINE ROOF -- T.OM. - — TEXTURED _ TEXTURED tr FINIS; 6, 00 FINIS; MAIN If. LINE TEMP.U _MAIN FF. LINE_ GRADE LINE - - - - - GRADE LINE (A55UMED) (ASSUMED) REAR ELEVATION 5CALE:1/8" = 1'-0" 12 a6 /5NINGLE 12 SHINGLE D6 ROOF i PLT. Hr. ROOF7 PLr, HT. 0 Stucco /5TUCCO /5TUCCO FINIS; 7 ;o FINIS; 7 SHINGLE 12 FINISH 7 ve SECOND F.F. LINE�-5HINGLE _ ROOF all-SECON_D F.F. LINE ROOF gSECOND FF, LINE T.OM. /7 TDM, 2585 -TEXTURED = `! TEXTURED TEXTURED FINISH MATCH DI5 ANCE FINISH 7 FINISH 7 �o oil\LnIN� AT FRONT l MAIN F.F. LINE _ _ _ _ _ - _ _ _ - _ _ _ - _ MAIN FF. LINE_ SANFORD GRADE LINE GRADE LINE °F„IR��� (A55UMED) 1455UMED) RIGHT ELEVATION 16 9 94, SCALE: 1/8" = 14" ELEVATION "B" GARAGE RIGHT Lu m CL M .r N 'sc co O ~ .I LLj ti :j ® 11111111/r � � _j LM w w # _¢-- ROOF 6�+��r,''� SHINGLE PLT. HT. ROOF PLT. HT. ]./'TUcco FINISH] SECOND F.F. LINE 4� SHINGLE g /` 5ECOND FF. LINE ROOF -- T.OM. - — TEXTURED _ TEXTURED tr FINIS; 6, 00 FINIS; MAIN If. LINE TEMP.U _MAIN FF. LINE_ GRADE LINE - - - - - GRADE LINE (A55UMED) (ASSUMED) REAR ELEVATION 5CALE:1/8" = 1'-0" 12 a6 /5NINGLE 12 SHINGLE D6 ROOF i PLT. Hr. ROOF7 PLr, HT. 0 Stucco /5TUCCO /5TUCCO FINIS; 7 ;o FINIS; 7 SHINGLE 12 FINISH 7 ve SECOND F.F. LINE�-5HINGLE _ ROOF all-SECON_D F.F. LINE ROOF gSECOND FF, LINE T.OM. /7 TDM, 2585 -TEXTURED = `! TEXTURED TEXTURED FINISH MATCH DI5 ANCE FINISH 7 FINISH 7 �o oil\LnIN� AT FRONT l MAIN F.F. LINE _ _ _ _ _ - _ _ _ - _ _ _ - _ MAIN FF. LINE_ SANFORD GRADE LINE GRADE LINE °F„IR��� (A55UMED) 1455UMED) RIGHT ELEVATION 16 9 94, SCALE: 1/8" = 14" ELEVATION "B" 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 F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 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 EXTERIOR SHEATHING k'2`c�Th'F FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�ST ..arc e�R WEATHER RESISTIVE BARRIER QIP' SILL PLATE (SEE DETAIL B 401� O O FOR OPTIONS) CORNER PATCH FLASHING ( O U 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 i WEATHER N�L / EXTERIOR RESISTIVE �SHEATHING BARRIERTAPE SILL PLATE (ASSEMBLED FLASHING 1 WINDOW) , 2 i i FLASHING i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. 'BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER Iv FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE s 7/16" O.S.B. SHEATHING FLASHING. lik 20" FLOOR TRUSS i 2X8 TRIM BOARD T T - STUCCO "J" MOLD 7/16" O.S.B. SHEATHING SEE STRUCTURAL FOR ° CONNECTORS �24" FLOOR TRUSS �o TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. I.,u Q: c� c� R703.2 WATER -RESISTIVE BARRIER c=1 cll%j.x 00 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH """ o ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF" V " i Z cj ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER __j r THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS ,+ LL THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND���`� %J111 1111'I/.,, 0° TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. • �� •.�ch R703.8 FLASHING w ° » APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENTp, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING` COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE F R FOR APPLICATIONS FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, O ONS O A CA NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. gu«n�N� FLASHING DET ALS • SANF'ORD - R1N��� - #16-1984 15/32 O.S.B. SHEATHING x ro BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z � C U o l� 0 EST. 1994 FLASHING UNDER S.G.D. AS I RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 03 Co BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE L J 0 (C n AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING LTJ PER BUILDER I C s PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING k'2`c�Th'F FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�ST ..arc e�R WEATHER RESISTIVE BARRIER QIP' SILL PLATE (SEE DETAIL B 401� O O FOR OPTIONS) CORNER PATCH FLASHING ( O U 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 i WEATHER N�L / EXTERIOR RESISTIVE �SHEATHING BARRIERTAPE SILL PLATE (ASSEMBLED FLASHING 1 WINDOW) , 2 i i FLASHING i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. 'BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER Iv FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE s 7/16" O.S.B. SHEATHING FLASHING. lik 20" FLOOR TRUSS i 2X8 TRIM BOARD T T - STUCCO "J" MOLD 7/16" O.S.B. SHEATHING SEE STRUCTURAL FOR ° CONNECTORS �24" FLOOR TRUSS �o TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. I.,u Q: c� c� R703.2 WATER -RESISTIVE BARRIER c=1 cll%j.x 00 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH """ o ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF" V " i Z cj ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER __j r THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS ,+ LL THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND���`� %J111 1111'I/.,, 0° TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. • �� •.�ch R703.8 FLASHING w ° » APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENTp, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING` COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE F R FOR APPLICATIONS FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, O ONS O A CA NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. gu«n�N� FLASHING DET ALS • SANF'ORD - R1N��� - #16-1984 JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED x ro DAVIS BEWS DESIGN GROUP � C U o l� 0 EST. 1994 0 JMNrn � N 5DLM 0 0 03 Co 2 � a) L J 0 (C n o z"2 cv JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDMWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DEf*4VER EST. 1994 FLASHING DETAILS SHEATHING EXTURE INI5H COAT 3ROWN COAT iCRATCH COAT ELF -FURRING .ATH 'WO LAYERS WRB IEEE' 5CREED 'ERMINATE 5ELF OPENVE PLANING J LOWER N05E OF 1.W.W.S. SELF ADHE5IVE LA5HING 145ONRY BLOCK ALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING • / DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW MAI I LIUMATUI\I!+ ASPHALT SEALANT: EXTEND MIN. LA 6" / OUTSIDE OF FLASHING 6 m j z DIVERTER FLASHING M�Ns° DRIP EDGE FASCIA NAILING FLANGE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOO/R RIM JOIST IT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED UNDER FLASHING JAMB & HEAD RETURN FLASHING, SEE AIL BRAND FLANGED WINDOW OF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD �n O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ADHESIVE TO BE APPLIED THRESHOLD OF DOOR AND ___4 / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) GALV. MTL. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH, r HOLD EXTERIOR .ter FINISH 2" ABOVE c.°. . 3:°.c'°.a:,e°°.c° „°°:°.a°.a.° ? ROOF FLASHING f' CAULKING \ \ >„•;'.'; .:; 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING �t 6 TO 12" PER PLAN SPEC'S. ° 01.1 6 GALV.'L' FLASHING TYPICAL, ROOFING FELT ---DRIP EDGE -- FASCIA FIGURE 3: CORNER DETAIL WINDOW UNIT cm nnff FLASHING t SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER / SELF -ADHERED FLASHING INSIDE CORNER 7/8" CEMENT PLASTER IN TEXTURED, PAINTED ACCORDANCE WITH CRICKET AS ASTMC926 UP JAMB 6". USE LIQUID N APPROVED WEATHER -RESISTANT ASPHALT BASED OR EQUAL WEATHER PRO ROOF CRICKET: 6” X 18" H GALV. — BUILDING PAPER ___4 / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) GALV. MTL. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH, r HOLD EXTERIOR .ter FINISH 2" ABOVE c.°. . 3:°.c'°.a:,e°°.c° „°°:°.a°.a.° ? ROOF FLASHING f' CAULKING \ \ >„•;'.'; .:; 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING �t 6 TO 12" PER PLAN SPEC'S. ° 01.1 6 GALV.'L' FLASHING TYPICAL, ROOFING FELT ---DRIP EDGE -- FASCIA FIGURE 3: CORNER DETAIL WINDOW UNIT cm nnff FLASHING t SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER / SELF -ADHERED FLASHING INSIDE CORNER 5"x5" METAL FLASHING W/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT R�Ope TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE F100F psr Ty'�Rgs'Sil, q OOC� ✓O SSO� 2- tiiyc �q< syq �0 �FY <<O ��F.q�ONOO�c ,jr O RAKE METAL V RpoF O�pK Si O UNpEFL�P �M\ \ n VNp SPP Eppy GpuRS� p�R96 ppJRSE SE \ ��P4pR\P 5IN p�NG gRp 'o'o r M 2Np �g'C Gp \ 22 29 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 5 2 " EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE \� SCUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE � FIGURE 4: VALLEY DETAIL USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. II CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR i NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. — 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN TEXTURED, PAINTED ACCORDANCE WITH CRICKET AS ASTMC926 EXTER. WALL FINISH APPROVED WEATHER -RESISTANT ASPHALT BASED SPECIFIED ROOF CRICKET: 6” X 18" H GALV. — BUILDING PAPER SEALANT APPLIED BY PLAN MIN: IR ED AT SLOPE (REQUIRED FLASHING CONT. SHEATHING SHEATHING BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP SCREED 2" BELOW TOP OF FLASHING AND EXTENDING A — 31/2" LOCATIONS) AT ENTRY ROOF I-: z MINIMUM OF 6" ABOVE O '0 h SHINGLES w= 0 0 VERTICAL RISE OF �Ym4 FLASHING AT KNEEWALL 0 6" X 1$" H GALV. 00 � u- 00c z C11 .:,;:;• r.:. FLASHING CONT. - i14 ISEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING W/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT R�Ope TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE F100F psr Ty'�Rgs'Sil, q OOC� ✓O SSO� 2- tiiyc �q< syq �0 �FY <<O ��F.q�ONOO�c ,jr O RAKE METAL V RpoF O�pK Si O UNpEFL�P �M\ \ n VNp SPP Eppy GpuRS� p�R96 ppJRSE SE \ ��P4pR\P 5IN p�NG gRp 'o'o r M 2Np �g'C Gp \ 22 29 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 5 2 " EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE \� SCUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE � FIGURE 4: VALLEY DETAIL USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. II CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR i NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. — 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 — APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 — BUILDING PAPER BUILDING PAPER SHEATHING 7/16" O.S.B. —7/16" O.S.B. SHEATHING SHEATHING ' KEEP TOP EDGE OF WEEP —METAL SCREED 2" BELOW TOP OF FLASHING BLOCK — 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" 0 0 ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST METAL FLASHING ° ®®° ALL INSIDE AND OUTSIDE CORNER ®®°� ' •®•�° WILL NEED TO BE MITER CUTAND ® ®°® CAULKED ALL BUTT JOINTS NEED TO BE °o.®°®" EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP •moo SCREED x m 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER C rto 0 0 J to 00 .j co I co co T >>J04 OIL LL. 0 0 O '0 h 0 0 �Ym4 0 00c z C11 JOINTS NEED TO BE °o.®°®" EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP •moo SCREED )UBLE JOIST + uihy AM BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING VlIL V /—ll— V V I FLASHING DETAIL 3"' MIN SANFORD ' RTM�� r* SELF -ADHERED FLASHING 984 OUTSIDE CORNER 00 WALL PER PLAN 0 Vo ATERIAL PER 5"x5" METAL FLASHING2585 IONS WITH APPROVED 6 AYMENT (REFER TO W/TAR BETWEEN SHEET) FLASHING AND SHINGLES SINEERED ROOF RUN KICKOUT FLASHING 61, :S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER —� EST. 1994— )UBLE JOIST + uihy AM BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING VlIL V /—ll— V V I FLASHING DETAIL 3"' MIN SANFORD ' RTM�� r* SELF -ADHERED FLASHING 984 OUTSIDE CORNER 00 WALL PER PLAN 0 Vo ATERIAL PER 5"x5" METAL FLASHING2585 IONS WITH APPROVED 6 AYMENT (REFER TO W/TAR BETWEEN SHEET) FLASHING AND SHINGLES SINEERED ROOF RUN KICKOUT FLASHING 61, :S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. W.P. GF.I. I II II i II I---- IL ---� A/C DISGONK T T T T T T T T G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PIS -WIRE G.C. VERIFY LOCATION OF (2) RECESSED CAN LIGHTS GF.I. FOR VENT MICROWAVE .Ufx/SSERVICE E lam. E G T f;P l c A L <E MICROWAVE HOOD TO EXTERIOR OUTLET +14" COACH I DUPLEX CONVENIENCE OUTLET - — — — — — — — - LIGHT Ko --DUPLEX OUTLET ABOVE COUNTER � I — _ � — � _��w. — — � 2(00 AMP AT 48" ELEC. P. WEATHERPROOF DUPLEX OUTLET u N O PANEL IRRIG. ,F,,, GROUND FAULT INTERRUPTER DUPLEX OUTLET r- — — — — — — — — – HALF -SWITCHED DUPLEX OUTLET OF WINDOWS I Q I SPECIAL PURPOSE OUTLET PEND DUPLEX OUTLET IN FLOOR I I PENDANT � I \ /\ I 1 220 VOLT OU TLETrVERIFY ALL WITCHLOCATIONGF.I.i �GARAGE 131HREE-WAY SWITCHSTD. LIGHT FAMILY ROOM AT 48�� OPT. FAN 4 FOUR-WAY SWITCH J PAN / I DINING KITCHEN J+_. 1 I I o DIMMER SWITCH \ C � \ \ ��. / I 1 1 I I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LANAI I UP TO O �I 1 1 I I WALL MOUNTED INCANDESCENT LIGHT FIXTURE \\ / FAN/ LIGHT I I \ �'� /I 1 I I ;Q. RECESSED INCANDESCENT LIGHT FIXTURE \ / WALL MOUNT �c• LIGHT FIXTURE WITH PULL CHAIN I � � — � u; I 1 WP AT / AT 8'-8" I / /° I `� I TRACK LIGHT G.F_� / FLUORESCENT LIGHT FIXTURE CM D m I � / / � I / / g EXHAUST FAN v — / // / II ( ;Q• EXHAUST FANLIGHT COMBINATION CH / J I FOYER 0 ELECTRIC DOOR OPERATOR (OPTIONAL) O \ Pu5H8uTroN FOR I / cH CHIMES (OPTIONAL) G.D. OPENER I p PUSH LITTON SWITCH (OPTIONAL) PENDANT — — — — — ---- ROUGH -IN /: I I — — — — (VERIFY I CARBON MONOXIDE DETECTOR FOR OPT. I I LOCATION ( GFAT J. 48 GF1• COACH sc SMOKE DETECTOR FAN/LIGHT / I I It - AT 4811 LIGHT SMOKE / CARBON MONO. COMBO DETECTOR ,COQ I Q TELEPHONE (OPTIONAL) HORIZ. MAKE-UP GF.I. I 0 THERMOSTAT (OPTIONAL) </ �% I LIGHT <\ 0 ---� ELECTRIC METER MASTER SUITE GFI ROUGH -IN ENTRY I ELECTRIC PANEL M. BATH <i �a�LNt \' I DISCONNECT SWITCH I _ZZ DEN Q I / ® SPEAKER (OPTIONAL) UTIL. _ _ PWDR F _lr GF.I. I / ( ROUGH -IN FOR OPT. CEILING FAN W.P.. 22mv.JL _ J C /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ Fl GJ ROUGH -IN FOR OPT. CEILING FAN NOTES - MAKE -UP M uP NOTES - LIGHT DIRECT VENT DRYER LIGHT 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED THRU EXT, WALL ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION...1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4/0 ALU. CABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING A/C ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN DISCONNECT METER DISC. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUARED DEVICE AND TAMPERPROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 REFER TO FLOOR TYP, M4 AND "12 COPPER t0 PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY AMPS. REQUIRED PANEL qm COPPER TO ROOMS SHALL BE GF.C.I. PROTECTED (GRI). WATER HEATER 6.. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND 08 COPPER TO RANGE ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.G. 2011, F.B.G.R - 5TH SERVICE BY EDITION (2014), ANp ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. POWER COMPANY $4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BU%ING HEATER OR APPLIANCE, TO FOOTING STEEL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. RAM $. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL RISER DIAGRAM SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE NOTE: LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED Y DAVIS BEWS x co w DESIGN GROVP r i0 OUXMAR, FLORIDA 34677 813.925.1300 TFL 0 .I LO _I cl) 7"AMI"A • L7EIVVER. EST. 1994 � M N 'a LL 0 0 roc a.0 o'Co0 > LLY rod, J ro 41 0o z 1 ot JOB NUMBER 26002.148 CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED ELEC. CODE, LOCAL CODES, ANp THE LOCAL POWER COMPANY. 2585 MAIN FLOOR ELE ILD�NC SANFpRD O�AAf1TC��<'C� #161904 CTRICAL PLAN4A SHEET GARAGE RIGHT . Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TFL $13. 925. 1800 FAX W W W.DAVISBEWS.COM 7"AMI"A • L7EIVVER. EST. 1994 ELEC. CODE, LOCAL CODES, ANp THE LOCAL POWER COMPANY. 2585 MAIN FLOOR ELE ILD�NC SANFpRD O�AAf1TC��<'C� #161904 CTRICAL PLAN4A SHEET GARAGE RIGHT . T T T T T * * G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRE -WIRE * * * * * * * * DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER o.P. WEATHERPROOF DUPLEX OUTLET *.Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET [Q-- HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;(Q RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN ;Q, EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) C7 PU5H5UTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CAIN MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER A ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU/> ROUGH -IN FOR OPT. CEILING FAN v � c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR - SWITCHES .... LOOR:SWITCHES.... 42" OUTLETS..... 14" TELEPHONE.. J4" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL 5E EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R - VH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY REOMNI7.ED TESTING LABORATORY. JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED a x ro 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>0N4 R C ro o� 0 �M�� , fn 0N�M -/ 0 > N Lo 5OLM 00 O J C O 3�E 0n *+ 0o z12( JOB NUMBER 26002.148 • CAD FILE NAME LOT 187 ISSUED 06-15-16 REVISED 1100 USANFORD a16-t984 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • ilk DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>0N4 R �� EST. 1994 1100 USANFORD a16-t984 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, INDEX D C v C DRAWINGS n \ n I A' �1 ' ` NOTES y METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 'v EX r A V V ' V V FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES LU OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ~ SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA L 0 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 TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. Q --- 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES P PRESERVATIVE WOOD TREATER. z THE SOIL UNDER THIS STRUCTURE SHALL TREATED FOR THELU PREVENTION OF SUBTERRANEAN TERMITESS,, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN 0 (BORACARE) MAY BE USED„ IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. Uj ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES Ir CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S3 DOWEL PLACEMENT PLAN z SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT o O CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE S4 FIRST FLOOR FRAMING PLAN N 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL z 0- 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. S4.1 NOTES & CONNECTOR LEGEND o THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. (.5 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN LU W AND STRUCTURAL PLANS FOR MORE INFO. _ CONFORMING TO ASTM A-615 GRADE 40.F- D 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S5 LINTEL PLAN LO 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 LU WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHINCALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 0 THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SD 1 FOUNDATION DETAILS TRUSS ENGINEER OF RECORD � 4. ALL CONCRETE REQUIREMENTS ORRK SHALL BE IN REINFORCED CONCRETANCE WITH "THE E" ACI 318 LATEST EDITION,NG AND 3. LATEST FEDIT EDIED TION ANSI TPI TRUSSES SESHALL BE DESIGNED IN ACCORDANCE WITH THE SD2 GENERAL DETAILS z "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS S D3 GENERAL DETAILS ca W BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S D4 GENERAL DETAILS D 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. R 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THETRUSS DESIGN LOADS CENTER TO UPPER 1/3 OF THE SLAB. u - TOP CHORD: Lr 16 PSF SD5 TWO STORY DETAILS ���W111r�11111, w BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) q ti ��� /i� p� 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) SD6 TWO STORY DETAILS ������ d��'� w 00 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL - 14 PSF (TRUSS OVERBUILD) z Z.� : cmc Y o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST1 STAIR DETAILS �* Z� a ��'�� '' = z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: l= -Au � 0; W � Q U __ 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) �' Qze ,c t!" Ujw < 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. a • `��� za Q �-�, ACCORDANCE WITH ASTM IB 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS:w �"".� ••� 5' �� } O MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALcoNIEs = 15 PSF NUMBER DATE DESCRIPTION � it F o` m � 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: O ���/Illtllt� ATTIC WITHOUT STORAGE = 10 PSFC AND ELEV A WITH BONUS _j CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF 1 5�9I2O14 CREATED ELEV. A, B, Q � PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SMALL CONFORM TO THE NEPA "NATIONAL DESIGN WITH MASTER 2 AND WITH BONUS & MASTER 2 2 7/$/2014 CREATED ELEV, C W/ TRUSSWAY TRUSSES 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE SIZE OF 3/8" 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 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CREATED ELEV. C W/BONUS -TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/18/2014 TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 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 w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10'4" MAX AND WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MASTER PER BILL YOUNGMAN'S REQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 6. MORTAR JOINTS NOT. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 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 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE LLJ i W STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3).-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN 1 . USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. 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 WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 3/6' LINO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SMALL 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 SHALL 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 #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. z z z E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS 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 LLJ i W STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1 . USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. 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. 3/6' LINO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE W (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) z - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 - 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „l 5 5 }i a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �0\_DING SA14FORD A #16_9 4 S1 Cn W z O Q z 06 5PCC Z J c N'1 Z) p� V Z Q Qa LU : J Z � 1 LLJ i W r F[n2 m p z J 01'. 00 11 z�0 - 0 J C i 000 N � O J W_ m z Uj 0 0 -- 0 J STRUCTURAL ENG: CFG / BAD DRAFTING: f -STRUCT: TNT QC CHECK: cc = JOB No. TM - 2152531 J SCALE: AS INDICATED J DATE: 07/05/2016 S1 0 M (D Z 1-- 0 O0 to>- �of O N A/C PAD A/ -7r' n" FOUNDATION PLAN M— AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z INSTRUCTIONS. -- J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 5 m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED QQ DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED W O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD M FOOTING STEP DOWN AND CORNER INFORMATION:00 �� f�•` t��� 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE j� i ^ Y SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH y '�`+ + = Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION MW LU *` � 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ~ S '—'j W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 5 �' Q Oa—, PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W •••• �,�`�` O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ �I� ,� J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. F- �/it ilt%%i��t mLL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). Q THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS = BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 `y PSF: `rr/ 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO w •4.4 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE OWE M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND"w7 N O FOOTING SIZES PENDING DEPTH OF STEMWALL. p U 0 . O FOOTING SCHEDULE Q mm �. M Q F O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. W c� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.'�*" BARS & 3 MIN. COVER TO EDGE OF CONC. d"'� O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. C> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 0�5, BARS & 3" MIN. COVER TO EDGE OF CONC. LL 0 Q 281,x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. (D 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. > BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. �- 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. w BARS & 3" MIN. COVER TO EDGE OF CONIC. Z 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O < z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. U) 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. „ 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z �I BARS & 3" MIN. COVER TO EDGE OF CONC. < lO Cj 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. I) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O I� BARS & 3" MIN. COVER TO EDGE OF CONC. z J 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 BARS & AY IN. 2" HORIZ. CLEARANCE BETWEEN 3" MIN. COVER TO EDGE OF CONC. MIN (8) # 5 E.W. U Z Q O 0 O O60 x60 x16 dp w/#6's EQUALLY SPACED EA. j WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W Z (.5 N t - BARS & 3" MIN. COVER TO EDGE OF CONC. = W Z H SYMBOLS LEGEND 0 0 U U- ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. z < ~ W TO TIE BEAM (6'-8" O.C. MAX U.N.O.). uJ O = 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U �^^� TO TIE BEAM. Q Z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W w O INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. — Lj Z m 1/4"=1 '-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I SANFORD F"A R�� 4 �1b Z or -. 11 00 0 V z 0 0 = Q Us 0000 N m (j W W 10 0 5 a0= C L TRUCTURAL ENG: CFG / BAD RAFTING: -STRUCT: TNT C CHECK: CC DB No. TM - 2152531 CALE: AS INDICATED ATE: 07/05/2016 S2 FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— LAPPED MIN, 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1 AxW1.4 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 Q H CODE EDITION. Z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/IMIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. co LAP SPLICES SHALL BE NO LESS THAN 25". W 4, CONSULT W/MAN, SPECIFICATIONS PRIOR TO POURING OR Z RECESSING DOOR SILLS. O 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N I•- ZO 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) I) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0 U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W U USE ALTERNATE APPROVED METHOD. = W 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY LO W COMMUNITY & COUNTY CODES. p O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O -7r' n" FOUNDATION PLAN M— AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z INSTRUCTIONS. -- J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 5 m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED QQ DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED W O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD M FOOTING STEP DOWN AND CORNER INFORMATION:00 �� f�•` t��� 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE j� i ^ Y SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH y '�`+ + = Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION MW LU *` � 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ~ S '—'j W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 5 �' Q Oa—, PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W •••• �,�`�` O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ �I� ,� J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. F- �/it ilt%%i��t mLL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). Q THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS = BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 `y PSF: `rr/ 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO w •4.4 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE OWE M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND"w7 N O FOOTING SIZES PENDING DEPTH OF STEMWALL. p U 0 . O FOOTING SCHEDULE Q mm �. M Q F O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. W c� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.'�*" BARS & 3 MIN. COVER TO EDGE OF CONC. d"'� O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. C> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 0�5, BARS & 3" MIN. COVER TO EDGE OF CONC. LL 0 Q 281,x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. (D 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. > BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. �- 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. w BARS & 3" MIN. COVER TO EDGE OF CONIC. Z 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O < z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. U) 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. „ 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z �I BARS & 3" MIN. COVER TO EDGE OF CONC. < lO Cj 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. I) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O I� BARS & 3" MIN. COVER TO EDGE OF CONC. z J 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 BARS & AY IN. 2" HORIZ. CLEARANCE BETWEEN 3" MIN. COVER TO EDGE OF CONC. MIN (8) # 5 E.W. U Z Q O 0 O O60 x60 x16 dp w/#6's EQUALLY SPACED EA. j WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W Z (.5 N t - BARS & 3" MIN. COVER TO EDGE OF CONC. = W Z H SYMBOLS LEGEND 0 0 U U- ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. z < ~ W TO TIE BEAM (6'-8" O.C. MAX U.N.O.). uJ O = 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U �^^� TO TIE BEAM. Q Z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W w O INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. — Lj Z m 1/4"=1 '-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I SANFORD F"A R�� 4 �1b Z or -. 11 00 0 V z 0 0 = Q Us 0000 N m (j W W 10 0 5 a0= C L TRUCTURAL ENG: CFG / BAD RAFTING: -STRUCT: TNT C CHECK: CC DB No. TM - 2152531 CALE: AS INDICATED ATE: 07/05/2016 S2 11=4" L 8'-4" L 4'-4" L 4'-0" V 4'-0" 4'-0" L 4'-0" L 2'-0" L 7'-0" L 3'-4" k 6-8" 6'-8" k 6'-8" J 5'-8" l 7'-0" SYMBOLS LEGEND 0 io 9I 7'4" 6"-8" 6'-8" 6'-8" 4'-8" 3'-2" 2'-4" V T-4" 3'-8" 3-10" 4'-4" T-4" (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN FILLED CELL PLAN VIEW SECTION VIEW MASONRY COLUMN 1 TIE IN 3/4"=11-011 DOWEL PLACEMENT PLAN_ 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) CONT. #5 FROM TIE BEAM TO FOOTING RY WALL RCING PER YP). w�LD11Z' USANFORD #16 - 194 O i2 ~ U w U) W LOLU 0 O C9 z m W D � O U. CD W M "���1tt11111//// a Ld 00 iy..o U Wq� W •� Q ;z z W �• �� >- p 6� •• •••�5 M u Q co W • dco 0 0 z z O' 0 M " (0 hw- y(} tf d U C) LL O O U) z O O a W U ` Z W U) J�5% C) al U) W 06 o V z��� z Q z J Q J Q .. o �J o�a� �N = J Q = W W Z f- J I-- 0 LU I— � U Q o W O = (.5 U) z ��II R -Pi (D LLI &-.A U z m Q z 0 0 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q z z TO TIE BEAM ( 6'-8"0.C. MAX U.N.O.). 0 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q L z-0 J W TO TIE BEAM. z _ 0000 N W 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 .. m O o -'Z � J Q W LU W 0 = p INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. X W o #5 CONT. FT.G TO TIE BEAM. Z W o N F - STRUCTURAL ENG: CFG / BAD z �- (� DRAFTING: 0 io 9I 7'4" 6"-8" 6'-8" 6'-8" 4'-8" 3'-2" 2'-4" V T-4" 3'-8" 3-10" 4'-4" T-4" (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN FILLED CELL PLAN VIEW SECTION VIEW MASONRY COLUMN 1 TIE IN 3/4"=11-011 DOWEL PLACEMENT PLAN_ 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) CONT. #5 FROM TIE BEAM TO FOOTING RY WALL RCING PER YP). w�LD11Z' USANFORD #16 - 194 O i2 ~ U w U) W LOLU 0 O C9 z m W D � O U. CD W M "���1tt11111//// a Ld 00 iy..o U Wq� W •� Q ;z z W �• �� >- p 6� •• •••�5 M u Q co W • dco 0 0 z z O' 0 M " (0 hw- y(} tf d U C) LL O O U) z O O a W U ` Z W U) J�5% C) al U) W 06 o V z��� z Q z J Q J Q .. o �J o�a� �N = J Q = W W Z f- J I-- 0 LU I— � U Q o W O = (.5 U) z ��II R -Pi (D &-.A U z m Q z 0 0 z z 0 L z-0 J W z _ 0000 N .. m O o -'Z � J Q W W 0 = p W o cn a W STRUCTURAL ENG: CFG / BAD (� DRAFTING: f- -STRUCT: TNT QC CHECK: CC H JOB No. TM - 2152531 W D SCALE: AS INDICATED W DATE 07/05/2016 S3 FIRST FLOOR FRAMING PLAN w LIDW 0 0 z m W o � O J U - LL CL Ui 00 ```������nl lulil�� Lu M rf '�� ° .W� U '" ••co "0 ••"••" " ••• O m LL. O J J Q 2 W + t7 a► O d U Z {�4 z° Q c O 011C 4= CL W v O ! 0 Q U) a� O af Z of CD w� z aoes� o z ffi Z Q J O �y LL vU- z ¢ WW � OU W� _ Q W0 z� � �p 0 W �= --� Z U- Uj Uj ~ lix _- o U) a z & 1/4"=11-011 gR1 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 9 8 4 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z m Q z O 0 J z L00 Z T LU Z O _j 0w_j LLF z Q fa- = 0000 Lo O O _j Z Uj LU U Q z LU— Fn p H N 0 U) a W STRUCTURAL ENG: CFG / BAD O DRAFTING f- -STRUCT: TNT U) - - -- J QC CHECK: CC ZJOB No. TM - 2152531 SCALE: AS INDICATED W 0 nSANFORD DATE: 07/05/2016 W 1/4"=11-011 gR1 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 9 8 4 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE AG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. TO BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ZO BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS. AT EXTERIOR CONDITIONS, 4x4: ABU44 w/(12)16d NAILS & e' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & s" EPDXY ANCHOR w/MIN. 1/2" THREADED ROD @ 48" O.C. 1160p If rd. PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS OPENING SIZE 3 TO BEAM: SIMP. HUC410 w/(18)16d & BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN ON MASONRY: SIMP. META16 BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 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 pif MID -SPAN BW12 12" SYP 11/2"THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1rd. PT. 3 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE qO (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST O3-1/2"x3-1/2" LVL COLUMN. QO 3-1/2"x5-1/4" LVL COLUMN. OR 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS, 4x4: ABU44 w/(12)16d NAILS & e' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & s" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 3" 16d .162" x 32' 8d RING SHANK .113" x 22" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR FRAME TO CMU 1450 1450 H2x10 META20 w/(7) 10d x 12" NAILS TAPCONS TM - 2152531 d; ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 000e.. n (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x2j" TAPCONS H10A w/(18)10d x 12" NAILS OR a H10A 1015 H10A 1340 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS El (2)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 OPENING SIZE (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 M (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: SIMP. META16 ElMGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Efl HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT LL O TO POST: SIMP. HTS20 OR LSTA18 O 10 F, 01 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 11 HTSM16 w/(8)10d NAILS & (4) 4'x24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. LTT206 w/(10) 10d NAILS & 8' EPDXY ANCHOR w/SIMP. SET OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM n18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 22' NAILS w/g" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD PF NAILS 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32,vc. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 w0 O TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" H2x10 PLATE TAPCONS TM - 2152531 d; ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 000e.. '1. ��06 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'x2j" TAPCONS Cn a ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @OPENING TO POST: SIMP. HTS20 OR LSTA18 OPENING SIZE JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d � NAILS & (18)4'x24" TAPCONS z M ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS U ON MASONRY: SIMP. META16 LL O TO POST: SIMP. HTS20 OR LSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS am ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS d @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 U � ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG, EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) w0 O 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) Z b I -2F_ 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) TM - 2152531 d; 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 000e.. '1. ��06 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) M LL 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) Cn a 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) v7 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32"OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1 FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND STALLATION ALONG WITH LU Q 0 i ry I W W _ r , U Uj U) W 00 co w0 O Z Z of !� zy of .U.4%ly� = a0 Z b I -2F_ Juiy p • :ate% (D J TM - 2152531 d; WLLJ Z O = 000e.. '1. ��06 L W L) I- U) M LL = Z _ �- U U a Z Cn a v7 O Qo r Za`w � z M ° IL as U LL O O am 0 d U � O U r , U Z 0 W U) W 06 w0 O Z Z Z�� QC CHECK: Z O O W I -2F_ UU (D zea TM - 2152531 O WLLJ O U Z = WU) J I_ W Z O L W L) I- U) a 0W0 O = Z _ �- U U a Z Cn W U) O M z Im Q Z O O h u J 00 Z a V_ 3: Z J O O [r J z OCa� ti LA O 1 0000 0 0 _j Z LL LU U � p rN W STRUCTURAL ENG: CFG / BAD () DRAFTING ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW IN DIMENSTIONS NOT SHOWN HERE. -STRUCT: - TNT - O J QC CHECK: Fn 0 I -2F_ H W TM - 2152531 Z DITES & CONNECTOR L U) U) a DATE. 07 /05/2016 07 W STRUCTURAL ENG: CFG / BAD () DRAFTING 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 proh SANFORD to W 1/4"=11-011 cn S4. 1 #16-1984 ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW IN DIMENSTIONS NOT SHOWN HERE. -STRUCT: - TNT - J QC CHECK: CC H JOB No. TM - 2152531 Z DITES & CONNECTOR L U) SCALE: INDICATED DATE. 07 /05/2016 07 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 proh SANFORD to W 1/4"=11-011 cn S4. 1 #16-1984 Oma, J08 J09 J10 J11 J11 J10 J09 J08 o� l ROOF FRAMING PLAN ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w w NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d ami Q> U V M zLL '�1" Off;° O U) O Q O W d W a: EXTERIOR FRAME WALL STANDARD 2ND FLOOR FRAMING SCHEDULE (TAYLOR MORRISON) Z WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING NOTES: INTERIOR ZONE w 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX < U) LL 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Z I 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX F— 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED J wU TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR Q 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS I— & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN h 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR REVIEW OF EXTERIOR STUDS 0 IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE w MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO w _ FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. m Q O z 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q OC Q Q01 0 1- 2 F- F- — W o TO FOLLOW THE DETAILS INDICATED BELOW" Z W a: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS LU STRUCTURAL ENG: CFG / BAD O DRAFTING: SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR In F- H -STRUCT: TNT U)... .._.__ . SHEATHING IS NOT CONTINUOUS) CD CC w1LD�NG Z JOB No. TM - 2152531 OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS W SANFORD W 0 SCALE AS INDICATED --- W DATE. 07/05/2016 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z #16-1.984 SHEATHING IS NOT CONTINUOUS) O o N _ 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z a O h U w p ROOF FRAMING PLAN ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w w NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d ami Q> U V M zLL '�1" Off;° O U) O Q O W d W a: EXTERIOR FRAME WALL z SCHEDULE (TAYLOR MORRISON) Z WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING W� INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX < U) LL 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Z I 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX F— 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED J wU TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS I— & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN h 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 0 REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE w MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO w _ FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ROOF FRAMING PLAN ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w w NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d ami Q> U V M zLL '�1" Off;° O U) O Q O W d W a: 0 z Z m Z Q U) U) W� O a J z � 00 < U) LL z V Z Z I def: O 2 F— U O Z J O Z¢ O I- p DC J wU z 16N I— LLJ LL z O w h O 0 U z Q w r 0 W O w _ �..� m Q O z o _j W OC SII N 1f 0 Z m Q z O J z 00 Z V T- z Z J O I- p DC —i z LV 0 _ 0000 N m O o _j W OC Q Q01 0 1- 2 F- F- W o U) W a: STRUCTURAL ENG: CFG / BAD O DRAFTING: F- H -STRUCT: TNT U)... .._.__ . QC CHECK: CC w1LD�NG Z JOB No. TM - 2152531 SANFORD W 0 SCALE AS INDICATED --- W DATE. 07/05/2016 U) #16-1.984 S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") AT CORNERS PRECAST "U" METAL LATH OR GRADE 60 A. BEND O PROVIDE LINTEL W/ 3000 BEND O WIRE SCREEN 4 . „A„ STANDARD #5 psi CONC. PER -SHEAR WALL AT OVER COURSES "Bit TYP(AL SHEAR WALL HOOK BAR. LAP LINTEL PLAN. IF - NOT REQ'D TO 15 °. 41/4 OTHER BARS INTO REBAR IS LINTEL PER PLAN BE FILLED. 5 5/8 91/2 20 CORNER AS REQ'D INDICATED IN 121/2 (SHEET METAL & #5 31/8 7 11 3/4 25 33/4 LINTEL, #5 TO BE `. • . ' PAPER FELT 33/4 10" HOOK 14 30 41/2 181/16 181/2 HOOKED INTO #7 43/8 PROHIBITED) 16 1/2 35 ` 1913/16 FRAME INFILL AROUI� 42 SIDE VERTICALS ' WINDOW BY BUILDER ''' � SEE FOUNDATION r SEE WF01/SD3 FOR / MORE INFO \ PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D A ON EITHER SIDE U.N.O. 97 ..d ° d dl ° °O O .° d '4 .. d d.w U) I '- TURNED SIDEWAYS. :• '': 0 .:;,F.. aa11 4 °a, d a LLQ z .d d ... J d °� @ EA. END. W/ (6) 3/16" Ox 64 I 1-3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 zZ w 4. 2ND PLY TO 1ST PLY W/ .�e' C U) ° d, ° v � - - ROUGH OPENING PER PLAN ' d =° 4 ' ' d d TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" I. GRADE 40 GRADE 60 A. BEND O LENGTH LAP SPLICE BEND O LENGTH 4 . „A„ ° . NON -SHEAR WALL AT OPENING "Bit TYP(AL SHEAR WALL SEGMENT 17/8 - 7 15 °. 41/4 • d LINTEL PER PLAN r: ` 5 5/8 91/2 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" I. GRADE 40 GRADE 60 A. BEND O LENGTH LAP SPLICE BEND O LENGTH 4 . „A„ A-1 "Cl. •" A•• .� .''. "Bit .pry... •.�'i d .4 #3 17/8 41/4 7 15 °. 41/4 • 18 LINTEL PER PLAN r: ` 5 5/8 91/2 20 3 55/8 121/2 .y. .. t. �i..•`• #5 31/8 7 11 3/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 A. BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE . „A„ • "Cl. •" A•• .� .''. "Bit .pry... •.�'i „D" #3 17/8 41/4 7 15 21/4 41/4 • 18 LINTEL PER PLAN r: ` 5 5/8 91/2 20 3 55/8 121/2 .y. .. t. �i..•`• #5 31/8 7 11 3/4 25 33/4 7 °.; .. • . ' TRANSOM OPENING 33/4 81/16 14 30 41/2 181/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 ` 1913/16 FRAME INFILL AROUI� 42 WINDOW BY BUILDER ''' � SEE FOUNDATION r SEE WF01/SD3 FOR / MORE INFO \ PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D A ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER '- TURNED SIDEWAYS. :• '': .:;,F.. FIRST PLY 2X8 TO MASONRY WALL W/ DOOR OPENING SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE . „A„ „B„ "Cl. "Dill „A" "Bit „c„ „D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 11 3/4 25 33/4 7 151/21 30 #6 33/4 81/16 14 30 41/2 181/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 1913/16 213/41 42 M LAP SPLICE I STANDARD 90° HOOK 111 STANDARD 1800 HOOK #3=2Y2' #4=2Y2' #5=2Y2' #6 = 3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8"x8"x16"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 8'-4" 6'-4T PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W sraNDARD LINrELsSTANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B /8F24-013 8F32-1B/8F32-0B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. J 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000 / 8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. z Z 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END LU T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 c� 4'-O" 860 1651/1349 5365/1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W� 4'-6" 710 1423/1 05 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. tl O 6-2" 488 991/991 2661/2143 5681/2698 6472/3686 5. (-) ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ~ 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O 9'-2" 315 618/535 1533/1247 2781/1946 4754/24890 754 / 24896. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 O 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W 10'4" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. = W 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 LID0 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 w 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 0 O 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 O z 16-0" 0 284/0 950/0 1379/0 1997/05 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL m W 20'4" 0 180/0 598/0 1024/0 1441/02. ¢ 20'-8" 0 145/0 550/0 981/0 1376/0 f PRESTRESSED LINTELS = 6000 psi. 0 22'-8" 0 110/0 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ (MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE +++��� STRENGTH = 1900 PSL ���� ��i u.i � CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB ,� * �i�� a ce) 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE00 ``j` ,•.�•��.�, �,� 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. �� �''�'"j Q Y Ci 3'-0" 1230/1230 2769/2769 4085/4085 ; Cj � = Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE OD A ¢ ci 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761 /1761 2595/2595 LINTEL F = FILLED WITH GROUT / �v ,, w o 6'-4" 526/434 1539 /1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED Z T-4" 480/322 1334 / 1334 1964/1552 QUANTITY OF #5 REBAR @ ~�'"' ra }� p 8'-4" 415 / 235 1152 / 1152 1694 / 1552 BOTTOM OF LINTEL CAVITY O 8RF6-1B/1T �i�� * �` "►�` m i 81716-113/1T o ++�+w� 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8178-16/1T �—QUANTITY OF #5 REBAR AT TOP Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 81716-1B/1T NOMINAL WIDTH U' TYPE DESIGNATION LU O " E 8RF14-OB/1T J it .,: 'fi�i� co CL Q 0 81716-0B/1T 1-1/2" CLEAR O C, o 8F20-1B/1T Q w d. z Z O _ #5 REBAR AT TOP MIN. (1) REQ'D o O" 8F20-0B/1T v M ¢ z ° C.M.U. w,ay O 8RF22-1B/1T 00g GROUTL0 0 OO OK 8F24-1B/1T r' z d #5 REBAR AT BOTTOM OF LINTEL = iD CAVITY U,}` O 8RF22-o6/1T BOTTOM REINFORCING PROVIDED Oa 7-5/8" ACTUAL IN LINTEL (VARIES) 0 O 8F24-0B/1T 8"N MINALWIDTH 0^^ ON FILLED 8RF30-1B/1T > O 0 8F32-1B/1T 1-1/2" CLEAR EL Ld 0 8RF30-0B/1T _ #5 REBAR AT TOP MIN. (1) REQ'D Z 0 8F32 -0B/1T 0 J 0 CD rr ¢ z M. U. � W � C % O 81738 -1 B/1 T L9 0 M O 81712-1B/1T `- z 06 Q 0 8F40 -0B/1T �I��I` BOTTOM REINFORCING PROVIDED LL J Z 7-5/8" ACTUAL IN LINTEL (VARIES) 0 ffi O 8F8 -0B/1T 8" NOMINAL WIDTH p 0. x UNFILLED —� Z V O o Uj O a SAFE LOAD TABLE NOTES Q� 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED = J Z z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/21'. SAFE LOADS FOR ALL ~ j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 2. 0 = NOT RATED. Z F-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. ¢ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY LU w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF n 7 -4 SUPPORT. 0- 01 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. z m Q Z 0 h 11 J L 0 0 z w Z Z 0 F_ 0 � -a z 0 � 1 00 LINTEL PLAN - 00N Om Q I 0 W ZZ a0= wFn 0 l— 2 F- UJ U)_ LU 0= Z) STRUCTURAL ENG: CFG / BAD U DRAFTING: -STRUCT: TNT H QC CHECK: CC I-- JOB No. TM - 2152531 Z--- ---------_._—... - SANFORD w SCALE: AS INDICATED 0 DATE. 07/05/2016 Ij D08 REBAR SPLICE DETAIL # d� 9 p U)SCALE: 3/4" = 1'-0.1 f 1 t— 7 U ~ S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d d S d ° d: + $ . ° o 'e A I STANDARD 90° HOOK 111 STANDARD 1800 HOOK #3=2Y2' #4=2Y2' #5=2Y2' #6 = 3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8"x8"x16"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 8'-4" 6'-4T PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W sraNDARD LINrELsSTANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B /8F24-013 8F32-1B/8F32-0B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. J 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000 / 8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. z Z 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END LU T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 c� 4'-O" 860 1651/1349 5365/1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W� 4'-6" 710 1423/1 05 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. tl O 6-2" 488 991/991 2661/2143 5681/2698 6472/3686 5. (-) ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ~ 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O 9'-2" 315 618/535 1533/1247 2781/1946 4754/24890 754 / 24896. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 O 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W 10'4" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. = W 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 LID0 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 w 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 0 O 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 O z 16-0" 0 284/0 950/0 1379/0 1997/05 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL m W 20'4" 0 180/0 598/0 1024/0 1441/02. ¢ 20'-8" 0 145/0 550/0 981/0 1376/0 f PRESTRESSED LINTELS = 6000 psi. 0 22'-8" 0 110/0 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ (MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE +++��� STRENGTH = 1900 PSL ���� ��i u.i � CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB ,� * �i�� a ce) 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE00 ``j` ,•.�•��.�, �,� 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. �� �''�'"j Q Y Ci 3'-0" 1230/1230 2769/2769 4085/4085 ; Cj � = Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE OD A ¢ ci 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761 /1761 2595/2595 LINTEL F = FILLED WITH GROUT / �v ,, w o 6'-4" 526/434 1539 /1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED Z T-4" 480/322 1334 / 1334 1964/1552 QUANTITY OF #5 REBAR @ ~�'"' ra }� p 8'-4" 415 / 235 1152 / 1152 1694 / 1552 BOTTOM OF LINTEL CAVITY O 8RF6-1B/1T �i�� * �` "►�` m i 81716-113/1T o ++�+w� 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8178-16/1T �—QUANTITY OF #5 REBAR AT TOP Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 81716-1B/1T NOMINAL WIDTH U' TYPE DESIGNATION LU O " E 8RF14-OB/1T J it .,: 'fi�i� co CL Q 0 81716-0B/1T 1-1/2" CLEAR O C, o 8F20-1B/1T Q w d. z Z O _ #5 REBAR AT TOP MIN. (1) REQ'D o O" 8F20-0B/1T v M ¢ z ° C.M.U. w,ay O 8RF22-1B/1T 00g GROUTL0 0 OO OK 8F24-1B/1T r' z d #5 REBAR AT BOTTOM OF LINTEL = iD CAVITY U,}` O 8RF22-o6/1T BOTTOM REINFORCING PROVIDED Oa 7-5/8" ACTUAL IN LINTEL (VARIES) 0 O 8F24-0B/1T 8"N MINALWIDTH 0^^ ON FILLED 8RF30-1B/1T > O 0 8F32-1B/1T 1-1/2" CLEAR EL Ld 0 8RF30-0B/1T _ #5 REBAR AT TOP MIN. (1) REQ'D Z 0 8F32 -0B/1T 0 J 0 CD rr ¢ z M. U. � W � C % O 81738 -1 B/1 T L9 0 M O 81712-1B/1T `- z 06 Q 0 8F40 -0B/1T �I��I` BOTTOM REINFORCING PROVIDED LL J Z 7-5/8" ACTUAL IN LINTEL (VARIES) 0 ffi O 8F8 -0B/1T 8" NOMINAL WIDTH p 0. x UNFILLED —� Z V O o Uj O a SAFE LOAD TABLE NOTES Q� 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED = J Z z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/21'. SAFE LOADS FOR ALL ~ j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 2. 0 = NOT RATED. Z F-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. ¢ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY LU w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF n 7 -4 SUPPORT. 0- 01 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. z m Q Z 0 h 11 J L 0 0 z w Z Z 0 F_ 0 � -a z 0 � 1 00 LINTEL PLAN - 00N Om Q I 0 W ZZ a0= wFn 0 l— 2 F- UJ U)_ LU 0= Z) STRUCTURAL ENG: CFG / BAD U DRAFTING: -STRUCT: TNT H QC CHECK: CC I-- JOB No. TM - 2152531 Z--- ---------_._—... - SANFORD w SCALE: AS INDICATED 0 DATE. 07/05/2016 Ij D08 REBAR SPLICE DETAIL # d� 9 p U)SCALE: 3/4" = 1'-0.1 f 1 t— 7 U ~ S5 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. �,/ OPT MASONRY CURB IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D MIN 4" BELOW w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" FOUNDATION PLAN COVER TYP.lol 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" Q FOUNDATION PLAN CONC. SLAB PER z z CONCRETE SLAB PER w FOUNDATION PLAN LU FOUNDATION PLAN Z Z 2x PT SILL PLATE 2x P.T. SILL PLATE O W cr w ° 1 LU a ri °. a ° 4'' II + O — o _ a d" d --_ —, I LI oi — _____ 1 I 11 I 1=1I ±° I I 111 I=Z I— I I MI I I IIII I—I — °—� 1— — III— I—( I=1 =III— I --III- -' I I=1 =1 I I III=1 I III—I a — Iil-lil I — I , 111 III=III jo, —'Ir _w 16" 8" � 0 w CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARD U COVER TYP.; AT 8r 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O DENSITY (2) #5 BARS CONT. w/ 3" co 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE m W 0 � F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTfNG AT INTERIOR BEARING ° J 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" ��� 11�/��'''♦♦ d so* LLj @ ELEV. 0-0 w/ (1) #5i t� Y O VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ? w r -a = Z 1 CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w - Q U 11 SLOPED GROUT TO w M �, Z * p. , Q O IIIDRAIN OPTIONAL CURB BY BUILDER MIN. 24" BEFORE CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP 8' a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. ry LU - CL A: ; d a 4 i d6. ;." ° GRADE �'.. w Id Y vd a d I=1 11=I I I=I I I—I I .., -- "b — -''-� - —:� w • • Zr�. a .�a _ (n _—III—III—III= I— _ __ ,a... —... 1° ° = I =� I I8! 4! — IIIiIIIIIIIIIIIlIII1II IIB,— d — I =-- REI—I 11— — I I—III I—III ...I w w 4 d. d a mol 1=1 I- -`.� — - „ U (2) #5 CONT. w/ 3 — I I=—)III C I — #5 CONT, w/ 3" -; — — = 16" MI _ =COVER TYP. 1-4 (2) #5 BARS CONT. -I i 1= M COVER TYP. —I I (—III—III—III—I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" ® r w I I H I I I' WOOD POST PER PLAN (1) #5 FROM FTG. TO---`` TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE (1) #5 FROM FTG. TO, t - H TIE BEAM SPLICE TO a r 1� TIE BEAM SPLICE TO a �� Z BE MIN. 25" GROUT BE MIN. 25" GROUT PENETRATION 4„ CELL SOLID CELL SOLID �1 MASONRY WALL . 1 MASONRY WALL `II SEE PLAN SEE PLAN CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN_ 1° 1 FOUNDATION PLAN � 1. VARIES SEE PLAN a ° ' 1' d w m 00 Io '4° '. °° .1'°' °o ° 0 ca °. d ' ..Id ' GRADE - ° -Ito :.1� GRADE ° ° °° w Z m LU z ENTIRE BASE TO BE a 14 Z 00 -0` I— ° ;4 ..1 _ I .w Z OD in Q LIJ IM FILLED SOLID 00 I ° d I O 0–�_.. :, M >O SEE ELEVATION (2) #5 BARS CONT. I—I I --_ _ I I II`_ (2) #5 BARS CONT. ' I M13II I CLEAN COMPACTED W/ 3" COVER TYP. 3"OVER ' CLEAN COMPACTED W/ 3" COVER TYP. ' COVER FILL @ 95% STANDARD VERTICAL @ EACH FILL @ 95% STANDARD DENSITY DENSITY 1 4„ BEYOND CORNER. SEE FLR. WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING F0 TYPICAL GARAGE CURB FOOTING PLAN FOR BASE SIZE �,/ OPT MASONRY CURB IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D MIN 4" BELOW w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" FOUNDATION PLAN COVER TYP.lol 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" Q FOUNDATION PLAN CONC. SLAB PER z z CONCRETE SLAB PER w FOUNDATION PLAN LU FOUNDATION PLAN Z Z 2x PT SILL PLATE 2x P.T. SILL PLATE O W cr w ° 1 LU a ri °. a ° 4'' II + O — o _ a d" d --_ —, I LI oi — _____ 1 I 11 I 1=1I ±° I I 111 I=Z I— I I MI I I IIII I—I — °—� 1— — III— I—( I=1 =III— I --III- -' I I=1 =1 I I III=1 I III—I a — Iil-lil I — I , 111 III=III jo, —'Ir _w 16" 8" � 0 w CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARD U COVER TYP.; AT 8r 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O DENSITY (2) #5 BARS CONT. w/ 3" co 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE m W 0 � F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTfNG AT INTERIOR BEARING ° J 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" ��� 11�/��'''♦♦ d so* LLj @ ELEV. 0-0 w/ (1) #5i t� Y O VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ? w r -a = Z 1 CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w - Q U 11 SLOPED GROUT TO w M �, Z * p. , Q O IIIDRAIN OPTIONAL CURB BY BUILDER MIN. 24" BEFORE CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP 8' a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. ry LU - CL A: ; d a 4 i d6. ;." ° GRADE �'.. w Id Y vd a d I=1 11=I I I=I I I—I I .., -- "b — -''-� - —:� w • • Zr�. a .�a _ (n _—III—III—III= I— _ __ ,a... —... 1° ° = I =� I I8! 4! — IIIiIIIIIIIIIIIlIII1II IIB,— d — I =-- REI—I 11— — I I—III I—III ...I w w 4 d. d a mol 1=1 I- -`.� — - „ U (2) #5 CONT. w/ 3 — I I=—)III C I — #5 CONT, w/ 3" -; — — = 16" MI _ =COVER TYP. 1-4 (2) #5 BARS CONT. -I i 1= M COVER TYP. —I I (—III—III—III—I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" NOT USED 3/4"=1'-0" MASONRY WALL 's �•`� Z p A.4:.. 4, M SEE PLAN�•••••••N•°� ����� t:' 0 ar.'1 d 1 �..�,",q J CONC. SLAB PER ° d .~d (1) #5 FROM FTG. TO �- �/� P� ���� m U- 1 e 1 4 ^ SLOPE FOUNDATION PLAN ,:'� TIE BEAM MIN. 25' O 11t11111� #5 CONT. PER MFG SPLICE GROUT CELL -� P .1 �° ° 1 f4' REINFORCEMENT SEE .4, SOLID PER PLANS _ dl' .' d1 1 FOUNDATION PLAN ° I:1'do. FOR QUANTITY 1. 10 ° THRESHOLD PER MFG W , #5 x 25 x 25 CORNER d C�S. Ill Iul ,QV,C P•00 A BAR, ONE FOR EA ° oa ; 1'Od•,1HORIZONTAL CONC. SLAB PER U ! y " r 4 Id REBAR, TYP. U.N.O. FOUNDATION PLAN _ —_ — — - • - a 4.'. d. ° ° a.° ..' p o 1 ° III I I I—I —1.I I ¢; c.0: ° . d M (2) #5 BARS CONT. I =III=1 I I=III III= I "' o d . 4 a d' _ ° d, S W/ 3" CO • 2 -STORY ONDITION LOPE 1'-4" � � Lu PER MFG `' .•" '': SLOPE EXT. SURFACE (3) #5 BARS w/ 20" Q 11+11111 III' U OR GRADE 1/4" PER WIDE FOOTING _ • �;�� FOOT AWAY FROM CLEAN COMPACTED BUILDING FILL 95% STANDARD DENSITY /r ELASTOMERIC JOINT FILLER O a 10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL fiF1'��FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" IL r/1 Ld U � Z pCD w cn W o 0 g��' �� ILL z 8 Z Z J �` O O _ � 0 z �d v o �— W O � _ Z� ~ Z 0 U ~ Z Q W 0 _ U- 0 U) Q v, Z p w a°- z m Q z ° O ® r w FILLED CELL PER PLAN WOOD POST PER PLAN TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE Z 3:Z t - H FOR SIZE AND BASE Z PENETRATION 4„ -� 0 CONNECTION Z W GARAGE TOP COURSE TO BE CHAIR BLOCKS. _______ ENTIRE BASE TO BE FILLED SOLID TOP VIEW a CORNER SEE ELEVATION CMU BASE w/ (1) #5 CONC. SLAB PER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. a .. .. PLAN FOR BASE SIZE .d' °- Z 0 DRIVEWAY BY SEE FOUNDATION FOR d 1 o Q - 4„ BUILDER- CONCRETE PAD SIZE °• 1' 'd4 > w M OR PAVERS a a! ;. m W CONC. SLAB OR j w aaA PAVERS PER PLAN ° : 4 q4 1 5 w d i �� CLEAN COMPACTED °.. d =1 -III—_ ' I I- FILL @ 95% STANDARD° 8 d' °- I' -I - DENSITY — — —_ -I I (� 4 ° ' •Ia ° d . 1 8" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED ' IL 4 - EDGE w/ (1) #5 CONT. - FILL @ 95% STANDARD DENSITY F1 THICKENED EDGE @ GARAGE DOOR fiF�lFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" j 3/4"=1'-0" NOT USED 3/4"=1'-0" MASONRY WALL 's �•`� Z p A.4:.. 4, M SEE PLAN�•••••••N•°� ����� t:' 0 ar.'1 d 1 �..�,",q J CONC. SLAB PER ° d .~d (1) #5 FROM FTG. TO �- �/� P� ���� m U- 1 e 1 4 ^ SLOPE FOUNDATION PLAN ,:'� TIE BEAM MIN. 25' O 11t11111� #5 CONT. PER MFG SPLICE GROUT CELL -� P .1 �° ° 1 f4' REINFORCEMENT SEE .4, SOLID PER PLANS _ dl' .' d1 1 FOUNDATION PLAN ° I:1'do. FOR QUANTITY 1. 10 ° THRESHOLD PER MFG W , #5 x 25 x 25 CORNER d C�S. Ill Iul ,QV,C P•00 A BAR, ONE FOR EA ° oa ; 1'Od•,1HORIZONTAL CONC. SLAB PER U ! y " r 4 Id REBAR, TYP. U.N.O. FOUNDATION PLAN _ —_ — — - • - a 4.'. d. ° ° a.° ..' p o 1 ° III I I I—I —1.I I ¢; c.0: ° . d M (2) #5 BARS CONT. I =III=1 I I=III III= I "' o d . 4 a d' _ ° d, S W/ 3" CO • 2 -STORY ONDITION LOPE 1'-4" � � Lu PER MFG `' .•" '': SLOPE EXT. SURFACE (3) #5 BARS w/ 20" Q 11+11111 III' U OR GRADE 1/4" PER WIDE FOOTING _ • �;�� FOOT AWAY FROM CLEAN COMPACTED BUILDING FILL 95% STANDARD DENSITY /r ELASTOMERIC JOINT FILLER O a 10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL fiF1'��FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" IL r/1 Ld U � Z pCD w cn W o 0 g��' �� ILL z 8 Z Z J �` O O _ � 0 z �d v o �— W O � _ Z� ~ Z 0 U ~ Z Q W 0 _ U- 0 U) Q v, Z p w a°- z m Q z ° O 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - _ 4 Q L3 � CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE I I _ =I = O 0 00 0 FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATIONI- FINISH FLOOR ELEV. I = ° I N M FINISH FLOOR _ d I=I 0 J Z ....rte. =1 1- 0 PENETRATING W � ... 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AS INDICATED PIPE VERTICAL THRU FDN SANFORD - �, W DATE: 07/05/2016 —III- =II�IiI= _ =ISI— NOT E _ TYPICAL FOUNDATION PENETRATIONS III III USED 3/4"=1'-0" PIPE PARALLEL TO FND # 1 � - 1 � � 4 ~ D1 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. p r w - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE Z 3:Z t - H CENTERED AT PIPE Z PENETRATION = -� 0 Z W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - _ 4 Q L3 � CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE I I _ =I = O 0 00 0 FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATIONI- FINISH FLOOR ELEV. I = ° I N M FINISH FLOOR _ d I=I 0 J Z ....rte. =1 1- 0 PENETRATING W � ... GRADE PIPE PENETRATING PIPE '— (_ I- III—III-- I =� I _ z W 0 a _ 4 ° . - SEE FDN. 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AS INDICATED PIPE VERTICAL THRU FDN SANFORD - �, W DATE: 07/05/2016 —III- =II�IiI= _ =ISI— NOT E _ TYPICAL FOUNDATION PENETRATIONS III III USED 3/4"=1'-0" PIPE PARALLEL TO FND # 1 � - 1 � � 4 ~ D1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRECAST LINTEL PER PLAN MASONRY WALL — SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE, MIN. 2 TAPCON ANCHORS PFR 9YR.:o ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHII' ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP! BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 0' COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI ° ;�.• —_ FRAMING INF( PROVIDE STANDARD SHEATHING CENTERED 3LOCKING ATTACH TO STRUCTURAL LU HOOK PLAN / BEARINI STRUCTURAL SCHEDULE. ON SHEATHING ON BOTH REQUIRED WHI 14 •: INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF' O.C. MAX. w/ (4) 10d FLASHING MASONRY WAL 2x6 P.T. BUCK EACH JAILS L II BLOCKING PE h WALL SCHEDI +rI •I. 716" OSB EACH SIDE, 5-1/2" EMBED. AT EA. RADIUS AS REQ'D DOOR BRACKET, EA. (1) #5 IN TIE BEAM SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI I PER PLAN) (1) #5 BAR IN PRECAST 0 BE 8" MAX. ABV. CURB, 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) :,�... ..111 ` ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S LINTEL I O.C. w/ STRUCTURAL SPECS Z : d •.. 1•. , •.:.I.; ; III,:: Zn n (2) #5's VERTICAL IN PRECAST LINTEL OR BOTTOM OF WALL. _ 0 m U GROUT FILLED CELL W •° OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS � 0 RADIUS AS REQ'D �• AT BASE ARE REQ'D 1/2"=1'-0" g O 0 •+ �'� .. ENTIRE COLUMN TO a BE GROUT FILLED w <. • " '' U.N.O. U) LLZ (1) #5 VERTICAL IN ` O GROUT FILLED CELL (IF c u O r, REQ'D PER PLAN) f Li c STRUCTURAL ENG CFG / BAD NOTE: SEE MD08 ON DRAFTING -STRUCT: TNT LINTEL PLAN FOR QC CHECK CC ADDIT'L REBAR INFO ."1 11 .1 , CD TM - 2152531 a DETAIL 0 VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL — SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE, MIN. 2 TAPCON ANCHORS PFR 9YR.:o ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHII' ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP! BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 0' COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR SHEATHING CENTERED 3LOCKING ATTACH TO STRUCTURAL THREADED RO Z PLAN / BEARINI STRUCTURAL SCHEDULE. ON SHEATHING ON BOTH REQUIRED WHI 'It INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF' O.C. MAX. w/ (4) 10d FLASHING MASONRY WAL 2x6 P.T. BUCK EACH JAILS SIDE OF OPENING BLOCKING PE h WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ 716" OSB EACH SIDE, 5-1/2" EMBED. AT EA. RADIUS AS REQ'D DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. I PER PLAN) ANCHOR. (1st BOLT TO 0 BE 8" MAX. ABV. CURB, 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) REST EQ. SPACED " WALL w/ STUDS @ 16" -24 O.C.) PT BASE PLA' 1/2"= 1 1-01, LINTEL (SEE PLAN) 7/16 O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU �--- HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD UDO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 7RAMING DETAILS FOR \DDITONAL VFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS -ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4' EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE I !x4 SPF CONT. MIN. 2x4 SPF #2 KNEE ---`- WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ SHEATHING Q 3LOCKING ATTACH TO STRUCTURAL 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, Z FOR BEAM SIZE F STRUCTURAL DOUBLE TOP PLATE SHEATHING ON BOTH ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 'It NOTES SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN O.C. MAX. w/ (4) 10d FLASHING p SIDES FROM TOP OF JAILS WALL TO BOTTOM OF 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x h I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ffn N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE G (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS NAILING SCHEDULE -O SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFO" KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TO EACH TRUSS. TYP TOENAILED TO DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. TRUSS PER PLAN STANDARD TRUSS — BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" SEE PLAN PRE -CAST LINTEL PER W PLAN I— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. =2tj SHEATHING PER PLAN Q STRUCTURAL FASTEN PT 2x NAILER J SHEATHING Q W F— 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, Z CONNECTION PER SHEATHING PER PLAN W STRUCTURAL FASTEN PT 2x NAILER C0 SHEATHING TO MASONRY NOTES: W TYP. TRUSS TO FRAME 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, 1= CONNECTION PER FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM DOUBLE TOP PLATE STD.CONNECTOR ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 'It NOTES 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N FRAME OUT TO BLOCK STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN O.C. MAX. w/ (4) 10d FLASHING p THIS CASE. O (2) 2x TOP PLATE 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x h BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" w U O.C. @ EACH SUCCESSIVE BUCK = U 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME END G (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS LOUj I PER PLAN) TBD BY BUILDER (FASTENING) ARE MET 0 MIN. 2x4 SPF #2 KNEE 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) V WALL w/ STUDS @ 16" ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O I O.C. w/ STRUCTURAL SPECS Z SHEATHING FROM Zn n TOP OF WALL TO PRECAST LINTEL OR BOTTOM OF WALL. _ 0 m U D •° OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME 0 RADIUS AS REQ'D �• AT BASE ARE REQ'D 1/2"=1'-0" O SHEATHING PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING STRUCTURAL TYP. TRUSS TO FRAME NEAREST ROOF SHEATHING CONNECTION PER EXT. SHEATHING TYP. TRUSS TO FRAME STD. CONNECTOR (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. CONNECTION PER NOTES DOUBLE TOP PLATE STD.CONNECTOR FRAME OUT TO BLOCK 2x4 FRAMED CRICKET NOTES EDGE AS REQ'D 2x4 VERTICAL @ 24"W/ GALVANIZED FRAME OUT TO BLOCK l I I PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW I O.C. MAX. w/ (4) 10d FLASHING EDGE NAILS TO BOTTOM + + (2) 2x TOP PLATE �� A H A 1/2" x 8" ANCHOR BOLT J 2x PLATES OVER ROOF DECK PER VALLEY lk K OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE (ONLY FOR BEAM SIZE END IF OPENING PROVIDED I F— I PER PLAN) / SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR @ C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) MIN. 2x4 SPF #2 KNEE C H a RAFTER+ 2x PT BOTTOM WALL w/ STUDS @ 16" PLATE I O.C. w/ STRUCTURAL SHEATHING FROM Zn n TOP OF WALL TO PRECAST LINTEL OR BOTTOM OF WALL. _ 0 KNOCK OUT COURSE +• ATTACHED PER NAILING SCHEDULE •° OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME RADIUS AS REQ'D �• AT BASE ARE REQ'D KNEEWALL AT UPSET BEAM --------- A/C UNIT AND PAN MIN. 24" y BY SUPPLIER MIN. 24" MAX 48" i I MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END KNEEWALL OVER MASONRY WALL RE. ELEV FOR O.H. aA 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 a ROOF SHEATHING FOR STRAP i TOP OF CHIMNEY MIN. &FRAME \. '1 2'-0" ABOVE A POINT 41— F01 DORMER FRAMING DETAIL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID LU WINDOW PER ��iZ�]:a:7A_1t•- PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND 2x4 BLOCKING W/ (2) + 11= - . COMMON TRUSS PER PLAN OR CONV. FRAMING w/ `, E 16d COMMONS END 2x4's I I- PLAN MASONRY WALL PER `J STRUCTURAL SHEATHING PER PLAN AND ROOF I NAILED TO VERTICAL v FINISH PER ARCHSFIN ? ', 2x4's + + SEE FOUNDATION CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO SANFORD aRAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN o NAILED @ 6 O.C. STAGGERED "AR 8 4 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=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 WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 3/4"=1'-0" %w1111111//q�WCD coL, a � q�� 00 •• :6 J'2y 0o4 W W w * Itii: ..J J z C : Q +—)w Q d •or .• �- •0 `� O co LL lit 1111111 O T 0 z° U n 0 U ww VJ 0 WITHIN 10'-0" OF THE GALVANIZED FLASHING W °d�I` C } CONT. ROOF SHEATHING NAIL PER PLAN '. ', NEAREST ROOF W Q v ` EXT. SHEATHING PROVIDE 2x4 BLOCKING W/(2)16d NAILS EACH END D "''` ,, TO TOP CHORDS OF TRUSSES BELOW WHEN I p � I + � � (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. �� BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS I � DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET Z i 2x4 VERTICAL @ 24"W/ GALVANIZED , l I I PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW I O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM + + �� A H A CHORD & (3) 10d NAILS J 2x PLATES OVER ROOF DECK PER VALLEY lk K TO TOP CHORD; NOTE FRAMING DETAIL r� IF WALL HEIGHT IS COMMONS (4) 16d V B DOUBLE TOP PLATE j B BETWEEN 4FT & 8FT, + NAILS @ EACH END USE 2x6 SYP #2 STUDS ++ CONC. SLAB I F— SEE FOUNDATION / SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR @ C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) = PLAN FOR MORE INFO III�II C H a RAFTER+ 16d COMMONS END + I (= NAILED TO VERTICAL F01 DORMER FRAMING DETAIL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID LU WINDOW PER ��iZ�]:a:7A_1t•- PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND 2x4 BLOCKING W/ (2) + 11= - . COMMON TRUSS PER PLAN OR CONV. FRAMING w/ `, E 16d COMMONS END 2x4's I I- PLAN MASONRY WALL PER `J STRUCTURAL SHEATHING PER PLAN AND ROOF I NAILED TO VERTICAL v FINISH PER ARCHSFIN ? ', 2x4's + + SEE FOUNDATION CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO SANFORD aRAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN o NAILED @ 6 O.C. STAGGERED "AR 8 4 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=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 WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 3/4"=1'-0" %w1111111//q�WCD coL, a � q�� 00 •• :6 J'2y 0o4 W W w * Itii: ..J J z C : Q +—)w Q d •or .• �- •0 `� O co LL lit 1111111 O T 0 z° U n 0 U ww VJ 0 LU U) C W °d�I` oo� W Q z�ffi N<N Z d W Ll z W ZQ o v V ti 11 LU U) C SD2 a M C Z O ti 11 F— 00 0 r Zn n 0 _ 0 C 0 y N 0 W LLZ wX00 O u O Li STRUCTURAL ENG CFG / BAD DRAFTING -STRUCT: TNT QC CHECK CC _ JOB No. TM - 2152531 U SCALE: AS INDICATED 4 u DATE. 07/05/2016 C SD2 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 BEAM CONNECTION SIMPSON I DIAGONAL PLATE ***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. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END VARIES _ r RAKED DOUBLE TOP PLATE CEILING NAILER AS - , 2'-0" MAX. 1'-9" MAX. REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" A FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART WHERE O.H. IS > V-0", DROP GABLE BRACING + UP TO 4'-8" W SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 9'-4" < H`14'-0" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. NOTE: ALL GABLE TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q TRUSS BOT. CHORD BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH SYP#2 OR BETTER WASHERS (MIN. 7" EA.DIAG. AS SHOWN. SHEATHING PER PLAN PER PLAN TO BE CONT. @ THE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. 2x4 SYP #2 BRACING @ FASTEN ROOF DTC CLIP, (2) 8d NAILS TRANSITION FROM 24" O.C. FOR FALSE BM W SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. Q MAX. ATTACHMENT w/ (3) 10d z 2x4 #2 SYP P.T. z TOENAILS EA. END OUTLOOKER PROVIDE 16d NAILS WALL TO GABLE (2) 16d TOE NAILS BLOCKS w/8d NAILS SEE ELEV. FOR Z GABLE END TRUSS TO TRUSS CONT. 2x4 @ 6" O.C. O.H. SIZE W 0 PLT.@12" O.C. MAX. ; . = U GABLE END W/ 16d II \ G ❑ m O NAILS @ 6" O.C. CMU WALL OR LINTEL FRAMING FOR FALSE L L BEAM, IF REQ'D w/ (3) OUTLOOKER BELOW a HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS WHERE O.H. IS > 1'-0", co HEADER PER PLAN IF DOUBLE 2x TOP PLATE BRACE NAILS @ EACH WEB \ 2x4 STUDS @ 24" O.G. w/ 2x4 DIAGONAL BRACE DROP END GABLE w/ � SINGLE BASE & TOP 10 TRUSS PER PLAN g PLATE w/ PLYWOOD FALSE BM PER PLAN LSTA18 HEADER TO 3RD OUTLOOKERS @ 24" STUDS TYP. BASE FASTEN SIDE WALL CLEAR SPAN CONNECTION W TO BOTTOM \ \ BAY REQ'D WO O.C. TO RUN BACK TO 'ItO �- — SHEATHING PER PLAN SHEATHING PER PLAN. 16" O.C. 1/2" x 8" J -BOLT @ 32" ; , DTC CLIP, (2) 8d NAILS STRONGBACK, SEE 1ST COMMON TRUSS N O.C. AND 6" FROM EA. (5) 16d NAILS BRACE 2x8 #2 SYP PT. BASE \ \ 3/16" x 2 3/4" TAPCONS CHART WITH (3) 12d TOENAILS. MSTAM-24 TYP. EA. LINTEL SEE PLAN TO BLOCKING ANCHOR BOLT OR SIDE OF EA. STUD. \ META16 GABLE BRACING (+) CONNECT TO DROP ZO CENTERED BETWEEN EXT. SHEATHING; 6" FROM EACH END FRAME ANDWALL DETAIL WALL SPLICE DETAIL \ CONDITION @ CMU SEE CHART GABLE WITH H2.5 CLIP. V ATTACH PER PLAN MAX 2'-0" O.H. JPN PROVIDE 2x4 BRACE _ W = W FASTEN TO DIAG.DIAG. FAw/(2) STRONGBACK IF REQ'D — CONT. 2x4 'n W FRAME WALL CONNECTION 16d NAILS. PER CHART p OU (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" F__'lA = TO BLOCKING Z O.C. NOT REG'D 6' A PROVIDE 2x4 BRACE GABLE END 5 _ FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN PER PLAN SHEATHING FASTEN m FASTEN TO DIAG.w/(2) SPLICE AS REQ'D W 45° PER PLAN. 16d NAILS. o ***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. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END VARIES _ r RAKED DOUBLE TOP PLATE CEILING NAILER AS - , 2'-0" MAX. 1'-9" MAX. REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" A FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H 67'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H`14'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE NAILS, TOENAILED @ BRACE TO PLATE TRUSS BOT. CHORD 31/4" HOLD 1/2" J -BOLTS w/ ROOF SHEATHING (TYP.) (END NAIL PLTS. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" U)- PER PLAN CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W V. �!� W Q '' co ""; ❑ LV .� MAX. ATTACHMENT w/ (3) 10d z 2x4 #2 SYP P.T. z TOENAILS EA. END OUTLOOKER PROVIDE 16d NAILS z (2) 16d TOE NAILS J GABLE END TRUSS TO ¢ 2x TOP PLATE TO U_ PLT.@12" O.C. MAX. ; . = U GABLE END W/ 16d II @ EACH END G ❑ m O NAILS @ 6" O.C. CMU WALL OR LINTEL FRAMING FOR FALSE L L BEAM, IF REQ'D w/ (3) OUTLOOKER BELOW a HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS HEADER PER PLAN IF BRACE NAILS @ EACH WEB TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.G. w/ #5 CONT. SINGLE BASE & TOP 10 TRUSS PER PLAN g PLATE w/ PLYWOOD FALSE BM PER PLAN LSTA18 HEADER TO SHEATHING COVERING IF REQ'D FROM TOP OF WALL STUDS TYP. BASE CMU WALL CONNECTION CLEAR SPAN CONNECTION W ***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. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END VARIES _ r RAKED DOUBLE TOP PLATE CEILING NAILER AS - , 2'-0" MAX. 1'-9" MAX. REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" A FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 67'-0" (1) 2x4 BRACE 7'-0" < H :!�- 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H`14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 I GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. - PROVIDE 2x BLOCKING LU JOB No. TM - 2152531 1/2"=l' -O" -- -r TO BLOCKING "� / FOR NAILING 1 SANFORD W 2x4 BLOCKING (2) 12d STRUCTURAL ENG: CFG / BAD (2)16d NAILS PLT. TO DATE: 07/05/2016 V� 00 NAILS, TOENAILED @ (� STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. -STRUCT: TNT H U)- PER PLAN TO STUD) • y •• Z !,, = Z 04 QC CHECK CC TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d --- PROVIDE 2x BLOCKING FOR NAILING ® V. �!� W Q '' co ""; ❑ LV .� INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS -`--- -- SIMPSON H2.5(TYP.) TRUSS PER PLAN W 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) 10d HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO o- FROM TOP OF WALL STUDS TYP. BASE W TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT �- — SHEATHING PER PLAN 16" 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" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .' ' '" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME ANDWALL DETAIL WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. TRUSS PER PLAN ^IR fit-z>vl'4 DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE USS 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 BLOCKINGOVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. .a 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL ;ON H10A DIAG LL SEE PLAN FOR O //►1111',``� CO SUPPORT AND TIE -.j DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS U p @ 48" O.C. FOR FIRST 3 W BAYS SEE GABLE WALL PER PLAN`" 1rj CONNECTION DETAILFRAME WALL SHOWN; a I 11AN '< "' FOR REQ'D MAY ALSO BE pj CONNECTIONS MASONRY) o r - ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q ISI p' 0 - W G 2 � U 0 co Z 0 am0 GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" LU (2) 2x TOP PLATEv Of U .J � SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR W HEADER PER PLAN; SHEATHING❑ pots VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES FOR ADDT'L INFO. Q z SIMPSON LSTA12 OR SP4 CONNECTORS @ O J 24"o.c. IF HEADER WITH GABLE TRUSS J .. UPLIFT SPAN 4'-6" OR U <z a MORE. EXT. SHEATHING; O O ATTACH PER NAILING i j W U 6�� 2x DOWNFRAME TO SCHED. W Q I DOOR AS REQ'D (2) 16d NAILS TO EA. = W ~ COMMON TRUSS f- J Z z ~ W 0 W I— SIMPSON META16 @ Q ~ V W 32" O.C. GABLE TRUSS MAIN SPAN ROOF 1/2" THREADED ROD TO MASONRY. AT TRUSS O = EA. SIDE OF HEADER WOOD WALL U U) (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL — EMBED. INTO SLAB SHOWN, SEE PLAN ❑W ONLY REQ'D @ BRG FOR WOOD OR U) WALL W/ UPLIFT MASONRY a (G*'E�OGABLE END AT VALLEY FRAMING z 00 3/4"=1'-0" Q Z O HEADER STUDS PER Q 0~0 11 HEADER SCHEDULE Z U.N.O. ON PLANS W Z Z 0 I— 0 OC ATTACH JAMB STUDS z 0 y PER WF08/SD4 (0 0000 1 m_j 0 0 Z F— J W z LU %' O O C7 FQ = PT . BASE PLATE U) U - r - W ry ❑ a \L LU JOB No. TM - 2152531 1/2"=l' -O" -- -r TO BLOCKING "� s�t<w��o������ IJj M 1 SANFORD W SCALE: AS INDICATED STRUCTURAL ENG: CFG / BAD OFF'ARW DATE: 07/05/2016 V� 00 Any use duplication or transfer of these documents without the expressed written consent of MONTA CONSULTING P. DESIGN (� DRAFTING: TYPICAL HEADER DETAIL �•••••�••LL • so /' W sv I— -STRUCT: TNT H U)- - -- - — • y •• Z !,, = Z 04 QC CHECK CC GABLE BRACING @48" ° O.C. MAX. 45 FROM DI Q --- PROVIDE 2x BLOCKING FOR NAILING ® V. �!� W Q '' co ""; ❑ LV .� HORIZONTAL (+/- 100) [>� • ;> Q • Z' W Q • BRACE NOT REQUIRED 6' FROM EAVES.�•• TRUSS PER PLAN W �O``S } p LL SEE PLAN FOR O //►1111',``� CO SUPPORT AND TIE -.j DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS U p @ 48" O.C. FOR FIRST 3 W BAYS SEE GABLE WALL PER PLAN`" 1rj CONNECTION DETAILFRAME WALL SHOWN; a I 11AN '< "' FOR REQ'D MAY ALSO BE pj CONNECTIONS MASONRY) o r - ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q ISI p' 0 - W G 2 � U 0 co Z 0 am0 GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" LU (2) 2x TOP PLATEv Of U .J � SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR W HEADER PER PLAN; SHEATHING❑ pots VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES FOR ADDT'L INFO. Q z SIMPSON LSTA12 OR SP4 CONNECTORS @ O J 24"o.c. IF HEADER WITH GABLE TRUSS J .. UPLIFT SPAN 4'-6" OR U <z a MORE. EXT. SHEATHING; O O ATTACH PER NAILING i j W U 6�� 2x DOWNFRAME TO SCHED. W Q I DOOR AS REQ'D (2) 16d NAILS TO EA. = W ~ COMMON TRUSS f- J Z z ~ W 0 W I— SIMPSON META16 @ Q ~ V W 32" O.C. GABLE TRUSS MAIN SPAN ROOF 1/2" THREADED ROD TO MASONRY. AT TRUSS O = EA. SIDE OF HEADER WOOD WALL U U) (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL — EMBED. INTO SLAB SHOWN, SEE PLAN ❑W ONLY REQ'D @ BRG FOR WOOD OR U) WALL W/ UPLIFT MASONRY a (G*'E�OGABLE END AT VALLEY FRAMING z 00 3/4"=1'-0" Q Z O HEADER STUDS PER Q 0~0 11 HEADER SCHEDULE Z U.N.O. ON PLANS W Z Z 0 I— 0 OC ATTACH JAMB STUDS z 0 y PER WF08/SD4 (0 0000 1 m_j 0 0 Z F— J W z LU %' O O C7 FQ = PT . BASE PLATE U) U - r - W ry ❑ a \L LU JOB No. TM - 2152531 1/2"=l' -O" Z 6- 1 SANFORD W SCALE: AS INDICATED STRUCTURAL ENG: CFG / BAD OFF'ARW DATE: 07/05/2016 OF WMR &ASSOCIATES LLC Any use duplication or transfer of these documents without the expressed written consent of MONTA CONSULTING P. DESIGN (� DRAFTING: TYPICAL HEADER DETAIL NOT USED z I— -STRUCT: TNT H U)- - -- - — QC CHECK CC DI Q 1/2"=l .-Of, I P JOB No. TM - 2152531 1/2"=l' -O" Z 6- 1 SANFORD W SCALE: AS INDICATED 4 OFF'ARW DATE: 07/05/2016 OF WMR &ASSOCIATES LLC Any use duplication or transfer of these documents without the expressed written consent of MONTA CONSULTING P. DESIGN OF WMR &ASSOCIATES LLC is strictly prohibited TYPICAL HEADER DETAIL NOT USED z H 1/2"=l .-Of, I 3/4"=1'-0" 1/2"=l' -O" # 1 6- 1 9 4 D COPYRIGHT MCD 2014• The information contained in this document is co ri hted and is the exclusive ro ert of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC Any use duplication or transfer of these documents without the expressed written consent of MONTA CONSULTING P. DESIGN OF WMR &ASSOCIATES LLC is strictly prohibited NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION TOP PLATE WIDTH 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & NAILS TYP. TOP & BOT. ATTACH PER NAILING I, (2) 10d NAILS O.C. PATTERN ON THIS DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON TOP SPLICE 2x4 BEYOND AGAINST 48" 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP PLATE W/ (4) 16d ' U) NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIOR FRAMING PLAN CONDITIONS LEDGER PER PLAN TOP SPLICE ---�" BOTTOM SPLICE OVER II I II II II I STUD O I I I II DOUBLE 2x8 TOP JU_ PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL IU— TOP PLATE TRANSITION p 2 1/2" z z p z w 1 1/2" z w N11 -110 111: w 1 C1\1 N I N N 10-41 N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U NAIL BOTTOM PLATE z TO CORNER STUD a co PACK w/ (4) 10d NAILS U)) 00 10d x 3" COMM( OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN AFO TYPICAL BUILT—UP STUD COLUMN DETAIL 1-1/2"=V-0" 2 1/2" EDGE 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND72 INSTALLED VERTICALLY. Q NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 11-z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING - - - _- - -_ - - - - - - v _ (1) ROW OF 8d COMMON NAILS @ 3" O.C. A' =NAIL SPACING IT Tl _ T I I— w z _j ~ °I 01, SC O s ROOF SHEATHING, 6 (( I I I I I I d 1E� n Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 F qe V C p a NAILS @ 3 O.C. k R< T ROOF SHEATHING, 2� FR qeT FASTEN PER PLAN II I I II I I II _ I- NAIL OPENING PERIMETER w/ 2 ROWS OF 8d 1/2 A 1/2" FNG' T,Q� FASTEN PER PLAN <F�CTpTRU III 11_ _ .J.I_ - _ -- _ -- - - Z O COMMON NAILS @ 3" O.C. O - - 0,� yOP�ti III III I I I I I WALL SHEATHING _ ® NAIL INT, W/ 8d COMMON NAILS @ 12" O.C. & NAIL 2x4 FRAMING @ 24" III III I I II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8 2 11 11 III OPENING III I I I I I I SPACE BETWEEN w w Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 4 w c~_ COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT III III II PANELS _r@ 4" O.C. PROVIDE (A 10d x3" III 3 I I I I I I I _ © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I = p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ — 2x SCAB w/ 10d NAILS III AROUND III II II II 2x STUDS BEYOND, TOP & BOTTOM SHEATHING SPLICE, STUD PER PLAN "' �. @ 4 O.C. III OPENING III I I I I I I SEE PLAN FOR MORE Q U O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO I— z O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 0 z a a co OUTSIDE (2) 2x4's z w c EDGE DISTANCE PER r *.r L a O z U a ao INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN IIIT _TI__ __TrI — III I I I I I w _ U) III II I II II II M¢ 0 I I I II LEDGER PER PLAN a III II I II II II I U, p= O I I I II 1/4 x4 @ TAPCONS 12 JU_ o I_�_L_ IU— O U) M0 2x4 BLOCKING PLACED — — — — — — — — — 0 O N 0 FLATWISE (2) 16d O7 5/8" THREADED ROD w/ `� - - - - FLOOR SYSTEM - _ - - - - CONDITION U_ CUT TO FIT Zx BOTTOM PLATE INFO TOP & BOT., 2x8 TO OPENING SIZE 1 BEYOND SEE PLAN O PRE -ENGINEER D SIMPSON LSTA30 W/ SHEATHING DIAGRAM REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 2x4 #2 SPF 6N)IIII, EXTERIOR SHEATHING SCHEDULE ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT 3/4"=1'-0" BLOCKING @ 24" O.C. BLOCKING GYPSUM WALLBOARD SEE ROOF SHEATHING, CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM 2x4 #2 SPF CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8 GAP LEDGER PER PLAN TO LEDGER O.C. MAX.; 2x4 PT LEDGER W/ TO GABLE END STUDS MORE INFO & NAILING PER 1/4 x4 @ TAPCONS 12 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN xx 2x4 BLOCKING PLACED SEE ELEV. FOR 12d NAILS @ EACH END SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE 5/8" THREADED ROD w/ O.H. SIZE "AILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL fiF1 TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL PLAN FOR ADDITIONAL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF INFO TOP & BOT., 2x8 TO NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE (CD�OCORNER COLUMN FRAMING O PRE -ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 2x4 #2 SPF 3/4"=1'-0" ROOF TRUSS - SEE (22) 10d NAILS (ALL z OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS �/ SEE ROOF SHEATHING, CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM 2x4 #2 SPF STRAP IS NOT REQUIRED. TO STUDS OR BEAM w/ PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. NAIL AS SHOWN 5 10d O.C. MAX.; DOUBLE TOP PLATE TO GABLE END STUDS MORE INFO & MORE INFO & w/ (2) 16d END NAILS HTS20 CLIP FROM SDS SCREWS @ 16" SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END xx PT POST PER PLAN @ EACH STUD 12d NAILS @ EACH END ROOF TRUSSES @ 24" +r x 5/8" THREADED ROD w/ DESIGNED FOR NUT SET IN ADHESIVE 2x12 BOX HDR w/ 2x8's SEE FOUNDATION aQ ... ii , PLAN FOR ADDITIONAL INFO TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL (CD�OCORNER COLUMN FRAMING O PRE -ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF LU 0 ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST A NAILING SCHEDULE & w/ (2) 16d END NAILS O SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF r r+ r (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) W+ 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. ; TRUSS MEMBER 0 CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ xxxx 2x BRG WALL, SEE i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL a (0 PLAN FOR STUD SIZE & i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL 0 J SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS TRUSS LINTELS FOR MORE INFO ISTANCE PER UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN � i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °a _Z 2x BLOCKING O w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" J @ 12" C G�ENLYO G r. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLYTAPCONS SPACOED EVNS J STUD ATTACH 2x TO VERTICALLY VERTICALLY m 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ D SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD j UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY TM - 2152531 U.N.O. CONNECTION BUILDER BUILDER BUILDER fiF SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM tfSO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER@ POCKET SLIDER �/ V CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. TO STUDS OR BEAM w/ EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND SDS SCREWS @ 16" NAIL AS SHOWN 5 10d O.C. MAX.; NAILS PER PLY TO GABLE END STUDS TRUSS MEMBER EXT. BEAM PER PLAN HTS20 CLIP FROM SDS SCREWS @ 16" POST TO BEAM O.C. MAX.; PLAN VIEW @ TOP OF POST TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR PT POST PER PLAN PRE-ENGINEERED ABU POST BASE PER ROOF TRUSSES @ 24" PLAN c 5/8" THREADED ROD w/ DESIGNED FOR NUT SET IN ADHESIVE as SEE FOUNDATION aQ ... ii , PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST Z1 (CD�OCORNER COLUMN FRAMING O 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3Y" SIMPS. SD SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. SEE PLAN SIMPSON H3 CLIP V @ 24" O.C. w/ EXT. SHEATHING PER PLAN 2x4 SYP #2 LEDGER. SHEATHING PER TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/V SIMPS.-7 CONY. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; W TO GABLE END STUDS TRUSS MEMBER w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. AND BOTTOM CHORDS SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 1/2"=V-0" 1/211=11-011 LEDGER 0 LOW ROOF �. I=====®===1 1-1/2"=V-0" If L SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & , ; ROOF SHEATHING CONNECTION+ j r r 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL V @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SHEATHING PER z NAILING SCHEDULE & NAILING SCHEDULE & ` (4) 12d NAILS EACH j w W TRUSS MEMBER (TOP i TRUSS MEMBER AND BOTTOM CHORDS 0 ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ O POCKET SGD EACH VERTICAL ATTACHMENT BY N BUILDER SO4 HEADER @ POCKET SLIDER Z Z1 O 0 1-1/2"=V-0" If L SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & , ; ROOF SHEATHING CONNECTION+ j r r 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL V @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SHEATHING PER NAILING SCHEDULE & NAILING SCHEDULE & ` (4) 12d NAILS EACH j w W TRUSS MEMBER (TOP i TRUSS MEMBER AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ — 10d x 3" OPP. SIDE POCKET SGD EACH VERTICAL ATTACHMENT BY 0 BUILDER SO4 HEADER @ POCKET SLIDER LO Z1 0 LU 0 C0 au; O 0000 0 N I'Y (0 Y 0 J Z I- LU ISTANCE PER >- 0 0 LU _Z O J J STRUCTURAL ENG: CFG / BAD DRAFTING: m W -STRUCT: TNT D � QC CHECK CC j = JOB No. TM - 2152531 J SCALE: AS INDICATED J DATE: 07/05/2016 O ,��'' 0)W M `,,`��►►Ilu V�`••••• ••,a �,� LLj 00 LL 6 1L� � = Z — ROOF SHEATHING, ;� o ,� "O ��' = �t p U FASTEN PER PLAN00 • U "' J •••~ Z 0 * pRD �`m i 1 I– O ` �11lII111���� J — 2x4 #2 SYP CONT. w/ (2) _ 16d COMMON NAILS F - EA. STUD OR TRUSS 'S �✓ O MEMBER, TYP. (MAX. w 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS N w/ MIN. 2 EMBED. @ p 24" O.C. U � _ Z j, z, m O — TRUSS PER PLAN M - o �'^'+ CUW F_ aMIA '' N U — WOOD/MASONRY U '} WALL OR TRUSS, SEE w PLAN (TRUSS SHOWN) O O Q 1-1/2"=V-0" If L SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & , ; ROOF SHEATHING CONNECTION+ j r r 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SHEATHING PER NAILING SCHEDULE & NAILING SCHEDULE & ` (4) 12d NAILS EACH j (4) 12d NAILS EACH TRUSS MEMBER (TOP i TRUSS MEMBER AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY 0 BUILDER SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" I % 1/2"=1'-0.. 3/4"=1'-0" I % 1/2"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited 1l.DIN0 SA.NFORD QFP R1��� #16-1984 i Cn j 0 Q W w as LlJ z 0 I-:. Q oda J � ¢ u W L z 0 W W i W v J some m LJ C Z 1� 11 F- 00 0 T Z1 0 C0 au; 0000 N I'Y Y 0 J Z I- LU LL. >- 0 0 LU O J J STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK CC j = JOB No. TM - 2152531 J SCALE: AS INDICATED J DATE: 07/05/2016 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN k SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN -4 LINTEL AS PER PLAN q WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS FM EXT FINISH PER PLAN VERT REINF. BEYOND . N:a MASONRY WALL PER PLAN FIN. FLR. 00 GRADE F DBL. TOP PLATE :I-i7�1=1�1 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEESTANDARD CONNECTOR NOTES TO/LINTEEL COURSES ATTACHED PER NAILING SCHEDULE NAILING SDPER CHEDULE SIMPSON LSTA30 SyFFr SP6 x1-1/2@" @ 24" O.C. (USE SIMPSON LSTA30 2x6 STUDS & USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 « NAILS. BEND STRAP " NAILS. BEND STRAP BUILT-UP COLUMN (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS « OVER TOP PLATE MIN. 0 OVER TOP PLATE MIN. INFO. U.N.O. ON PLAN FOR TRUSSES 20" TO M \ 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ 9 HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN " HEADER " FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR `� « \ HEADER SIZE & REQ'D SYSTEM INSTALL EXTERIOR SHEATHING KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) « STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING FROM TOP OF WALL U.N.O. « \ FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL UNDER COLUMN FRAMING PLAN FOR ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS, EXT. TRUSSES TO BE P.T. IF NAILS @ 8" O.C. THEN HEADER OPENINGS STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso7kTYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPERTOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING PER BEARING WALL FLOOR TRUSSES ARE TOE NAILS AT EA. END ATTACH 2x STUDS W/ (3) 2x STUDS 20- 26DEEP, USE UNDER WINDOW SCHEDULE "" OF SILL (MAX OPEN'G "'— WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA, END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A 1/4 TITENS INSTEAD. THAN 6' 2 -STORY WALL NAILS X, (2) SIMPSON LSTA18 SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN " INFO. FLOOR W/ (14) 10d LINTEL COURSE OR SIMPSON LSTA30 w/ INTO FILLED CELL USE 2x TOP &BOT. FLOOR TRUSS TO (11) 10d TO STUDS REFER TO NAILS " RIBBONS, CONT. MASONRY WALL 1/4 X 1 3/4 TITENS) « ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. « \ EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULENO MOISTURE MASONRY ATTACHED ATTACH 2x STUDS W/ BARRIER (FELT PAPER PER NAILING OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8 GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BE ON SHEATHING AND CONNECTION MASONRY. NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fifi SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH / 8 FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 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, " O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM @ 48SPACING AND GRADE TOP OF TOP PLATE TO TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS 2xSHEATHING/ DRYWALL 2x BOTTOM PLATE W/ BEARING WALL PER 12d @ 12" O.C. VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU CMU FLOOR DECKING TO SEE TRUSS LAYOUT ACCOMMODATE SEE FOUNDATION (MAX) CONNECTOR 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.C. TYP. WALL STRAP (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER ^ r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS L SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fisf TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl_ CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a SEE ARCH DWGS FOR LU TOPPING INFO CL LU 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR '. I PROVIDE ADEQUATE SIM. END CONDITION ., WATERPROOFING. NO 'I. CONCRTE SLAB LINTEL PER PLAN PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 10111111111 NOTE: ALL FLOOR PRE-ENGINEERED TO BE P.T. IF ROOF TRUSS - SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE co FOR FLOOR TRUSSES NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 0 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 Z NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEESTANDARD CONNECTOR NOTES TO/LINTEEL COURSES ATTACHED PER NAILING SCHEDULE NAILING SDPER CHEDULE SIMPSON LSTA30 SyFFr SP6 x1-1/2@" @ 24" O.C. (USE SIMPSON LSTA30 2x6 STUDS & USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 « NAILS. BEND STRAP " NAILS. BEND STRAP BUILT-UP COLUMN (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS « OVER TOP PLATE MIN. 0 OVER TOP PLATE MIN. INFO. U.N.O. ON PLAN FOR TRUSSES 20" TO M \ 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ 9 HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN " HEADER " FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR `� « \ HEADER SIZE & REQ'D SYSTEM INSTALL EXTERIOR SHEATHING KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) « STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING FROM TOP OF WALL U.N.O. « \ FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL UNDER COLUMN FRAMING PLAN FOR ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS, EXT. TRUSSES TO BE P.T. IF NAILS @ 8" O.C. THEN HEADER OPENINGS STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso7kTYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPERTOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING PER BEARING WALL FLOOR TRUSSES ARE TOE NAILS AT EA. END ATTACH 2x STUDS W/ (3) 2x STUDS 20- 26DEEP, USE UNDER WINDOW SCHEDULE "" OF SILL (MAX OPEN'G "'— WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA, END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A 1/4 TITENS INSTEAD. THAN 6' 2 -STORY WALL NAILS X, (2) SIMPSON LSTA18 SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN " INFO. FLOOR W/ (14) 10d LINTEL COURSE OR SIMPSON LSTA30 w/ INTO FILLED CELL USE 2x TOP &BOT. FLOOR TRUSS TO (11) 10d TO STUDS REFER TO NAILS " RIBBONS, CONT. MASONRY WALL 1/4 X 1 3/4 TITENS) « ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. « \ EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULENO MOISTURE MASONRY ATTACHED ATTACH 2x STUDS W/ BARRIER (FELT PAPER PER NAILING OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8 GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BE ON SHEATHING AND CONNECTION MASONRY. NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fifi SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH / 8 FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 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, " O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM @ 48SPACING AND GRADE TOP OF TOP PLATE TO TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS 2xSHEATHING/ DRYWALL 2x BOTTOM PLATE W/ BEARING WALL PER 12d @ 12" O.C. VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU CMU FLOOR DECKING TO SEE TRUSS LAYOUT ACCOMMODATE SEE FOUNDATION (MAX) CONNECTOR 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.C. TYP. WALL STRAP (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER ^ r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS L SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fisf TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl_ CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a SEE ARCH DWGS FOR LU TOPPING INFO CL LU 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR '. I PROVIDE ADEQUATE SIM. END CONDITION ., WATERPROOFING. NO 'I. CONCRTE SLAB LINTEL PER PLAN PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 10111111111 IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SOLID SHEATHING @ p co FOR FLOOR HEADER to 0 SIMPSON SP4 w/ (6) 10d W ��<<s x1-1/2" @ 24" O.C. (USE ' yFFT SP6 @ 2x6 STUDS & HEADER CONNECTION @ 2nd FLOOR HIGH BM SP8 @ 2x8 STUDS) N Z (2) 2x SPF TOP PLATE _O U.N.O. ON PLAN HEADER - SEE 2ND w FLOOR PLAN FOR MIN. 7:HEADER SIZE & REQ'D LO JAMB STUDS W IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) F01 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" [ G F c h �vILD/iyG L SANFORD L O�pARTM�� F 98 Z O C U W 0 ,rig Uj CD M I' �` • '"`�""• 4�.�i'��I re Lll oo r aqCO AW _ w Q U ,www "S LLi Q Z Q M LL O i � 0 1 • j� Cl) 4 �I� N y Z U _ c O > w.a O U i > Z �-- LU W 06 C� (D Z ffi J > U) v O 0¢ W co _j Z�� : :�_ O 0 LU ) Cn i m o Z O 1� J H- 00 O i z m 0 O W J Q W) O 1 0000 } 2 C4 � m O J Z Uj LU Q 0 p 1a—�H 0- STRUCTURAL ENG: CFG / BAD DRAFTING STRUCT: TNT QC CHECK: CC JOB No. TM - 2152531 SCALE: AS INDICATED DATE: 07/05/2016 SD5 SEE FRAMING PLAN co FOR FLOOR CONNECTION U U H 0 e 7 FLOOR GRIDER OR BEAM u U 19C HEADER CONNECTION @ 2nd FLOOR HIGH BM F01 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" [ G F c h �vILD/iyG L SANFORD L O�pARTM�� F 98 Z O C U W 0 ,rig Uj CD M I' �` • '"`�""• 4�.�i'��I re Lll oo r aqCO AW _ w Q U ,www "S LLi Q Z Q M LL O i � 0 1 • j� Cl) 4 �I� N y Z U _ c O > w.a O U i > Z �-- LU W 06 C� (D Z ffi J > U) v O 0¢ W co _j Z�� : :�_ O 0 LU ) Cn i m o Z O 1� J H- 00 O i z m 0 O W J Q W) O 1 0000 } 2 C4 � m O J Z Uj LU Q 0 p 1a—�H 0- STRUCTURAL ENG: CFG / BAD DRAFTING STRUCT: TNT QC CHECK: CC JOB No. TM - 2152531 SCALE: AS INDICATED DATE: 07/05/2016 SD5 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisik SECTION @ COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1'-0" i n "ir+rn n., OTHERS LEDGER AT GIRDER NOT USED PLAN F ISIMPSON H2.5 EA. TRUSS Z PLAN 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & TOENAILS EACH END CONNECTED w/ MTS12 O.C. MAX (U.N.O.) OR MTS12 MAY BE ANCHOR BOLT OR USED @ BASE.(WHEN MSTAM24 EA. SIDE 2x BASE PLATE W/ (2) OR LSTA18 TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 12d NAILS @ 12" O.C. 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALLA 1x PT NAILER AS REQ'D 2x BLOCKING W/ (2) 12d FLOOR TRUSS PER CONT. #5 IN TIE BEAM PLAN 2x8 #2 SYP P.T. SII w Z 3/4" FLOOR SHEATHING TOENAILS EACH END ANCHOR BOLT 01 J -BOLT W/ MIN. 7" ARCHS EMBED. @ 32" O.0 ATTACHED PER FROM EA.END SEE ARCHS FOR FURRING AND MORE INFO MAX 5" FROM KING STUD INTERIOR FINISH MASONRY (SHOWN) NAILING SCHEDULE (2) 2x4 #2 SYP \ I (2) 2x4 #2 SYP NAILS INTO HEADER PORTIONS OF THIS WALL O 1 BLOCKING w/ SIMPSON I 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 1 BLOCKING w/ SIMPSON 1 HUC24-2 EACH END, NAILING SCHED, CONT. TO I 1 1 HUC24-2 EACH END, BOTTOM OF FLOOR SYSTEM 0 USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS, UNDER IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY U O NAILS. UNDER ; see Pte`" WINDOW JAMBS ONLY WINDOW JAMBS USE STUDS ABOVE ARE SOLID BLCOKING WITHIN FLOOR SYSTEM (2) 2x6 w/ HUC26-2. - LOW ROOF TRUSS SEE — LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS z TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisik SECTION @ COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1'-0" i n "ir+rn n., OTHERS LEDGER AT GIRDER NOT USED PLAN F ISIMPSON H2.5 EA. TRUSS Z PLAN 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE ANCHOR BOLT OR USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALLA 1x PT NAILER AS REQ'D FRAME WALL FLOOR TRUSS PER CONT. #5 IN TIE BEAM PLAN 2x8 #2 SYP P.T. SII w Z PLATE w/ 1/2" EPO d ANCHOR BOLT 01 J -BOLT W/ MIN. 7" ARCHS EMBED. @ 32" O.0 SEE PLA" FROM EA.END SEE ARCHS FOR FURRING AND MORE INFO MAX 5" FROM KING STUD INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN 1/2"=11-011 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE LCESS(3) SCREWS FOR 24" ISIMPSON LUS26. U; LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/I TRUSS TRUSS SHOP WALL SPLICE DETAILS EXTERIOR SHEATH("'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PEF NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIN SCHEDULE PRE-ENGINEERED TRUSS PER PLAN (DRAWINGS � 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER S6d NAILS) G.T. USE (4) LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" I % 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER — NAILING SCHEDULE ROOF SHEATHING — ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE 77 PRE-ENGINEERED — TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Ya''x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO SDS WOOD SCREWS @ TRUSS. VERIFY W/ 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY ITRUSS SHOP FROM EA. END - USE (3) I TRUSS (DRAWINGS SCREWS FOR 24" O.C. I_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`:USEO16dN I S) D04 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL I TO BOTTOM PLATE PLATE W/ 1/2" EPDXY FROM TOP OF WALL TO W/ (1) ROW 8d NAILS ANCHOR BOLT OR 2x8 #2 SYP SILL PLATE @ 3" O.C. J -BOLT W/ MIN. 7" WINDOW ATTACHMENT OR J -BOLT @ 32" O.C. EMBEDMENT @ 32" W/ MIN. 7" EMBEDMENT SHEATHING TO O.C. & 3" FROM EACH LSTA18 STRAPS ARE OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) MASONRY WALL PER ° 1x PT NAILER AS REQ'D & CONNECTIONS SCHEDULE CONT. #5 IN TIE BEAM Q PARALLEL TO WALL w Z ROOF SHEATHING d EXT. FINISH PER NAILING SCHEDULE ARCHS I F12� SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 12 I PER PLAN 2x4 CONT. W/ (2) 12d FROM TOP OF WALL TO NAILS TO EACH STUD BOTTOM OF TRUSS/ 2x8 #2 SYP SILL PLATE GIRDER SEE PLAN FOR W/ Y2 EPDXY ANCHOR WINDOW ATTACHMENT OR J -BOLT @ 32" O.C. ATTACH PER NAILING W/ MIN. 7" EMBEDMENT Fw-- & 6" FROM EACH END LSTA18 STRAPS ARE (2) 2x TOP PLATE —� (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d I O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO Z BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. Fw-- LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW (2) 2x HEADER SEE LD02/SD4 FOR MORE INFO IF SCHEDULE BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING 2x4 STUDS @ 16" O.C.F1 /' BAYS @ EACH Q PARALLEL TO WALL w Z ROOF SHEATHING ATTACHED PER NAILING SCHEDULE \ I SCHEDULE DIAGONAL AS SHOWN. MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FOR MORE INFO \ I 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT FASTEN ROOF Q --- ---- - - SHEATHING TO F- BLOCKS W/ 8d NAILS @ W 6" O.C. p w w (5) 16d NAILS BRACE ' z TO BLOCKING 0 PROVIDE 2x4 BRACE Z TO EACH ADJACENT O DIAGONAL, FASTEN () TO DIAGONAL W/ (2) W co 16d NAILS Q IF SHEATHING IS NOT CONNECT TO DOUBLE LU TOP PLATE W/ 16d TRUSSES PER PLAN CONTINUOUS TO BASE p NAILS @ 6" O.C. O PLATE, SP8 TOP AND O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" 0 (MIN.) O.C. MAX. 45° FROM Z C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) 2x BEARING WALL FLOOR"X3-`1/2" SIMPSON BRACE NOT REQUIRED ALL W/ m W 6' FROM EAVES. ¢ WITH ROOF LOAD SDS SCREW @ 16" O.C. p F1 BRACING @ 2 STORY FRAME WALL ° J LL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1"=1'-0" Lt. 01111111111111 Uj 0) i 6.i _ �+ (2) 2x SPF TOP - Go * QL' ...P r -o D J 2x #2 SPF STUDS @ 16" I O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO Z BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW (2) 2x HEADER SEE LD02/SD4 FOR MORE INFO IF O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR TRUSSES ARE AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER PARALLEL TO WALL w Z ROOF SHEATHING ATTACHED PER NAILING SCHEDULE \ I MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FOR MORE INFO \ I NAILS INTO HEADER SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1"=1'-0" Lt. 01111111111111 Uj 0) i 6.i _ �+ (2) 2x SPF TOP - Go * QL' ...P r -o D J • .� Q z 0 �° H 4 w • CO r `+" r'� OU o Q U 0 rr � U LU z I- , U o. Q z O 0 a. Lu U Z p Q 0 F- cn C) W 06 t p z 00 ZO J n vv v Z O a LLJ o� M SEE FOUND. PLAN FOR FTG. REQ. I I = PLATES U.N.O. Z ~ 0 (2) 2x HEADER O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER w Z F - SEE FLOOR PLAN MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FOR MORE INFO LU LU NAILS INTO HEADER PORTIONS OF THIS WALL O 1 I 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 1 1 REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO I 1 1 BOTTOM OF FLOOR SYSTEM 0 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY U O 2x STUDS SEE PLAN ; E UNDER 2ND STORY COLUMNS, PROVIDECL STUDS ABOVE ARE SOLID BLCOKING WITHIN FLOOR SYSTEM - 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z TO ALIGN W/ STUDS � a Z BELOW OJ O 1 p 1 1 1 1 I 1 1 1 Z Z B 1 1 1 OCO OCJ 1 1 1 D W 1 1 z � I 1 1 1 _ 2x SPF BASE PLATE CV m PRE-ENGINEERED E D I I FLOOR SYSTEM KNEEWALL OR BEAM � Q O = (2) 2x SPF TOP Fn Q PLATES U.N.O. 1 I 1 1 U (2) 2x HEADER 1 I I SEE FLOOR PLAN I I I FOR MORE INFO I 2x STUDS SEE PLAN STUDS ABOVE ARE TOB STRUCTURAL ALIGN W/ STUDS BELOW CFG / BAD (� DRAFTING: -- 1 I 1 0 1 ' 2x P.T. BASE PLATE ' TNT t SEE BEARING SCHED. FOR A.B. INFO 1 QC CHECK: 1 1 A 1 • .� Q z 0 �° H 4 w • CO r `+" r'� OU o Q U 0 rr � U LU z I- , U o. Q z O 0 a. Lu U Z p Q 0 F- cn C) W 06 t p z 00 ZO J n vv v Z O a LLJ o� M SEE FOUND. PLAN FOR FTG. REQ. I I = W Z ~ 0 O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER w Z F - MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d ¢ LU LU NAILS INTO HEADER PORTIONS OF THIS WALL O SEE CHART FOR REQUIRED JACKS / @)0KINGS # OF STUDS TO MATCH IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO z BOTTOM OF FLOOR SYSTEM 0 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY U O E UNDER 2ND STORY COLUMNS, PROVIDECL SOLID BLCOKING WITHIN FLOOR SYSTEM - 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z m � a Z OJ O Go p z w Z Z O OCO OCJ D W z � 1 _ 00000 CV m p ~ O W � Q O = Fn Q D U CL LU STRUCTURAL ENG: CFG / BAD (� DRAFTING: -- 0 F_ F_ -STRUCT: TNT J QC CHECK: CC w\�DIA/c H W JOB No. ------ - TM - 2152531 - p SCALE: - -. AS INDICATED ANFORD - LU DATE: 07/05/2016 Vo FPAR � w U) 2 H #16-1984 :1% Dh COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, STANDARD (3)2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK HEIGHT OF STAIRS H <C< MAX WIDTH AT LANDING TO LANDING R Go • J Q U (3) 2x SYP #2 r� 2x8 8'-0" _ U • < _jMIN. ��5 ." W Q RISE OF STEPS AND STUDS REQ'D @ END 12'4" (1) 2x12 (1) 2x8 •.• z p ••• + 4'-0" OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB (3) 2x12 •• ♦ ` Q � • + 5 } •...+•• LINE UP 2xJOIST IN 16d NAILS FROM SHEATHING OVER OF LANDING LANDING ATTACHED STAIR WINDER DETAIL z _ * OAC m ��is111 Pa (1) 2x12 (1) 2x8 LEDGER TO STUD 4'4" WOIST PER FRAMING e`��� (3) 2x12 PACK PER GENERAL FLOOR PLAN W/ SQUASH J LINE WITH MIDDLE 2x6 0 (1) 2x12 (1) 2x8 Q 4'-0" BEAM/FLOOR TRUSS NOTES 2x12 2 (2) 2x12 2x8 7'-0" STANDARD (3) 2X12 2x12 STRINGER TO BE (1) 2x12 (1) 2x8 C PENDING LANDING \ (3) 2x12 HEIGHT AND PLAN 9'-0" (2) 2x12 2x8 LAYOUT. HEADER 8'-0" (1) 2x12 (1) 2x8 STRINGERS W/UTILIZED AS BLOCKING WITHIN SUPPORT (3) 2x12 WALL COULD BE 9'-0" (2) 2x12 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (1) 2x12 (1) 2x8 2x6 FOR REQUIRED SIMPSON A35 / A34 6-0 (2) 2x12 Z ONE @ MID -SPAN^ AlA 2x6 SUPPORT /""1, MAX. 4'-0" ABOVE FLOOR 5'-0" OR LESS (2) 2x12 INFORMATION. A34 @ EA. STRINGER --__ (1) 2x12 (1) 2x8 CLIP TO FLOOR 6'-0" TO LANDING 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I 8 ATTACHING TO SYSTEM & LANDING 2xJOISTS @ LANDING IIII MASONRY WALL) CONT LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII NAILS NAILS @ 16" O.C. MAX. ON EACH SIDE AND IIII FRAMING 0 @ 16"O.C. W/ SIMPSON TO EACH STUD. ((2) 1/4" z z 0- x 3 1/2" TITENS @ 16" 2x6 VERTICAL @ 6'-0" / ) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION IIII S2CHEDULE @ END OF o A35 OR LUS26 HANGER - O _ STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO z ON EACH SIDE MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 g w W HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). HEIGHT OF LANDING p w qo = W KNEEWALL FOR VERTICAL NOTCH SILL AND 0 -v x 6" MIN. i PLYWOOD FLOORING n 0 W TO ALLOW VERTICAL lo p O 2x L -BRACE W/ 12d VERTICAL AND TO SLIDE DOWN TO z 2x6 m 0 U NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Q Z @ ANY OPENING 2x4 CONT. TOP PLATE O 0 P• 11 z (ATTACH TOP PLATE Z �"- 00 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d 0 (2) 2x BEAM PER 2xJOIST (P.T. IF DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 3 1/2" TOE NAILS 3: Z Z ~ SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO m W SECTION X -X N.T.S. SDS WOOD SCREWS W J 0 0 END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT EQUALLY M STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p V) Q LU CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. O 2x4 CONT. TOP PLATE TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z 24" O.C. EVERY OTHER LL BUILT UP COLUMNS x 3 1/2" TITENS 16" BELOW TOENAILS EACH END O.C. MAX. FOR @ ♦� , �(.� ,k �/�� W M .,, �� ��i D- (o A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL) M 10"MIN. FACE OF TRUSS •�,+ • �� , • ,,•y,� Y o SEE SCHEDULE FOR MAX WIDTH OF LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER k : W s� = z MAX WIDTH AT LANDING TO LANDING R Go • J Q U (3) 2x SYP #2 r� 2x8 8'-0" _ U • < _jMIN. ��5 ." W Q RISE OF STEPS AND STUDS REQ'D @ END 12'4" (1) 2x12 (1) 2x8 •.• z p ••• + 4'-0" OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB (3) 2x12 •• ♦ ` Q � • + 5 } •...+•• @ 3" O.C. TOP AND 16d NAILS FROM SHEATHING OVER OF LANDING LANDING ATTACHED STAIR WINDER DETAIL (2) 2x12 _ * OAC m ��is111 Pa (1) 2x12 (1) 2x8 LEDGER TO STUD 4'4" WOIST PER FRAMING e`��� (3) 2x12 PACK PER GENERAL FLOOR PLAN W/ SQUASH J (2) 2x12 2x6 CONSTRUCTION (1) 2x12 (1) 2x8 Q 4'-0" BEAM/FLOOR TRUSS NOTES 2x12 2 (2) 2x12 \ ` \ MID SPAN BLOCKING _ TO MATCH JOIST PLYWOOD SHEATHING O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING OT STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR g '' N SIMPSON A34 / A35O CONSTRUCTION VO CLIP TO FLOOR 0 16" O.C. NOTES p o SYSTEM &LANDING O Z MAX Q U 0 FRAMING Z U_ S BEAM @ END OF C o m LANDING PER _ SCHEDULE w •- cwn SEE PLAN FOR U. MASONRY WALL OR O O WOOD WALL G1 SIMPSON A35 O B B CONNECTIONS CC U > MASONRY WALL OR 0 FRAME WALL BEYOND d Ui (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM M TO LEDGER p (� STRINGERS TO @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d CROSS /`��VI LG �^ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. V, W TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" p J BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q — 06 BELOW O.C. MAX. FOR O < (� MASONRY WALL) STRINGERS TO BE H A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING z _ 0 W � (3) 16d TOENAILS STU 0 Z V \ 02 NOT USED 0 a BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" (2) 2x12 RISE OF STEPS AND 6'-0" 12'4" (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND 11'-0" (2) 2x12 2x6 BOTTOM CHORD (1) 2x12 (1) 2x8 2x6 4'4" WOIST PER FRAMING (3) 2x12 2x8 PLAN W/ SQUASH 10'-0" (2) 2x12 2x6 BLOCK OR (1) 2x12 (1) 2x8 2x6 4'-0" BEAM/FLOOR TRUSS (3) 2x12 2x12 PER PLAN (2) 2x12 2x8 7'-0" 91-01. (1) 2x12 (1) 2x8 2x6 PENDING LANDING \ (3) 2x12 HEIGHT AND PLAN 9'-0" (2) 2x12 2x8 LAYOUT. HEADER 8'-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT (3) 2x12 WALL COULD BE 9'-0" (2) 2x12 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (1) 2x12 (1) 2x8 2x6 FOR REQUIRED ON EACH SIDE AND 6-0 (2) 2x12 HEADER AND ONE @ MID -SPAN^ AlA 2x6 SUPPORT /""1, MAX. 4'-0" ABOVE FLOOR 5'-0" OR LESS (2) 2x12 INFORMATION. A34 @ EA. STRINGER --__ (1) 2x12 (1) 2x8 2x6 6'-0" TO LANDING 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I 8 ATTACHING TO IIII MASONRY WALL) CONT LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII NAILS NAILS @ 16" O.C. MAX. ON EACH SIDE AND IIII TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN IIII IIII x 3 1/2" TITENS @ 16" 2x6 VERTICAL @ 6'-0" / ) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION IIII S2CHEDULE @ END OF - LANDING FOR —��- STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). 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" (2) 2x12 2x6 6'-0" 12'4" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 91-01. (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6-0 (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0 " MAX. 4'-0" ABOVE FLOOR 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE PLAN - - - --- 1. BASED ON MIN. TREAD DEPTH OF 10 AND MAX. RISER HEIGHT OF 7-3/4" S,gNFORD TRUSS TO OUTSIDE w DATE: 07/05/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT f. 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS O�F'Af2�G� STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rmi�GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS Ara" o.c. rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR _ 8 L, I=- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. = LU Q z 3% 2x4 CONT. TOP PLATE W SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO Z F - LU STUDS W/ (2) 16d TOE 8 LU 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, OU Z ----� 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U —��- O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING WAIN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) z z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p w KNEEWALL FOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING n TO ALLOW VERTICAL 2x L -BRACE W/ 12d VERTICAL AND TO SLIDE DOWN TO z 2x6 m 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Q Z @ ANY OPENING 2x4 CONT. TOP PLATE O 0 P• 11 (ATTACH TOP PLATE Z �"- 00 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d 0 DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 3 1/2" TOE NAILS 3: Z Z ~ SECTION X -X N.T.S. SDS WOOD SCREWS W J 0 0 EQUALLY M SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p V) Q LU 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z 0 ATTACH TOP PLATE TO 32" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE H 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS = 0 co NAILS NAILS '�`�` ( BELOW (OTHERWISE 'S '`rs L!! 04 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR i TOENAILS @BOTTOM) 0 O .J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X p J W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) z 0 W �. 0 �. FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. O .7 �( _ I ACCOMMODATE 2x I CONT. BRACE & 10d cn O F- 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. ISE - FLOOR SHEATHING d W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 _ LU O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS 0 STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO i W/ 2 %4'x3" SDS ~ 0DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY � STRAP (1 EA. SIDE OF _ SPACED & CENTERED MIN -STRUCT: TNT STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TRUSS QC CHECK: CC TO TRUSS W/ (3) %a" x 3" L -BRACE @ 6'-0" O.C. & _j Q FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING ��� DING Z JOB No. TM -2152531 FLOOR BEAM SEE _ BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE PLAN - - - --- 1. BASED ON MIN. TREAD DEPTH OF 10 AND MAX. RISER HEIGHT OF 7-3/4" S,gNFORD TRUSS TO OUTSIDE w DATE: 07/05/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT f. 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS O�F'Af2�G� STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rmi�GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS Ara" o.c. rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR _ 8 L, I=- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY #16- 1984