The URL can be used to link to this page

341 Red Rose Ln 16-3206 (a)GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.C.R, - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS 5ET OF DRAWINGS REFERENCING LUMBER 51ZE6 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS` LOT 33 THORNBROOKE 50 S OCCUPANCY AND CONSTRUCTION TYPE: TkI6 UNIT HA5 AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLA551FIGATION. 1111 EXTERIOR JJ4LL ENVELOPE: BUILDER 15 RE6PON515LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1(012A OF THE F,E3,C,- BUILDING BY PROVIDING ALL DETAILS L15TED UNDER TH15 SECTION, INCLUDING BUT DARLINGTON 2585 ELEVATION C NOT LIMITED TO, THE MANUFACTUREK5 INSTALLATION IN6TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE56TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: 1, THE GARAGE 5kALL BE SEPARATED FROM THE RE61DENGE AND IT5 ATTIC AREA BY NOT LE55 THAN 112 INCH 112.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGES BENEATH HABITABLE ROOMS 5H4LL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE56 THAN 5/8 INCH (153 mm) TYPE 'X` GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING A55EMBLY, THE 5TRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE56 THAN 112 INCH 1121 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH GARAGE RIGHT FB.G.R, - 5TH EDITION (2(014) 8102,35. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REZIREMENT5 TO BE PER F.15C.R. - 5TH EDITION (2014) 8103.6,1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO510N-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 116 INCH LONG 16 GAUGE 5TAPLE5 TAYLOR MORRISON SPACED NO MORE THAN & INCHES, OR 45 OTHERWISE APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FBCR - 5TH EDITION (2014) R103b.2 AND A5TM 0 926, PER F3C,R, 5TH EDITION (2014) 8103,62.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE GORRO510N-RE516TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES 6HALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED 6HALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5GREED, PER F.B.C.R. 5TH EDITION (2014) R103,63 WATER RE515TIVE BARRIER5 IN5TALLED OVER WOOD 1546ED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE 1) PAPER, 5TUCGO APPLICATION AND CURING PER F.15.G.R. 5TH EDITION (2014) R103b.5 OR IN ACCORDANCE WITH 45TM C. 926 THORN BROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC, W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. 10-25-16 CREATE[) LOT SPECIFIC PLAN FOR LOT 33 IN THORN51R,00<E 5015, ELEVATION t", GARAGE RIGHT W1 PLAN OPTIONS INGLJI)INCj:«) CEILING FAN PRE -WIRE, FRONT DOOR GL,435 INSERT, UNDER CABINET LIGHTING Al' KITCHEN ONLY, OPTIONAL SINK IN BATH 3, DEN, TRAY CEILING AT MASTER 5UITF, 9' POCKET 31 IDER 5 FT, INTERIOR DOORS 41 MANN FLOOR ONLY, (4) RECE55 CAN LIGHTS AT MASTER SUI I'E, (4) RECESS CAN LIGHTS AT FAMILY ROOM, (4) RECESS CAN LIGHTS AT LOFT, VENT -1001) OUTSIDE, R-3� INSULATION, AND IRON RAILINGS AT MAIN FLOOR AND UPPER FLOOR -- ------- - - STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.41 THRU 1,11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5P. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED la FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE NSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN61ON JOINT OCCURS IN, BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE PLAN REVISIONS DRAWING INDEX CONSIDERED 45 CONTROL JOINT5, EGRE55: 1, EACH BEDROOM MU6T HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 GODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 4411 ARn\/P: PIN11CJ FLOOR LINE OF THAT PARTICULAR PonM CUV - GENERAL NOTES, Lb. ISPECIFICATIONS IUNb FLASHING: 1 - SLAB INTERFACE PLAN I. FLASHING 6HALL BE INSTALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTER5, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED GORRO510N-RE515TANT FLA5HNG SHALL BE APPLIED SHINGLE FA5HON 1N 5UGH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER To THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLA5qING SHALL BE 2A1 - MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATION5 PER 81033. 2A2 0) MFLOOR PLAN DIMENSIONS. WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION6, WRITTEN INSTALLATION IN6TRUC;TION5 6HALL BE PROVIDED BY THE MANUFACTURER FOP, EACH WINDOW, a z C J 2B 1 - UPPER FLOOR PLAN NOTES CD DWELLING / GARAGE OPENINGS: 2 B 2 m UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA 514ALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/5" IN THICKNE55, 50LID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS NoI111111i ca LL NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOOR6 EQUIPPED WITH A 5ELF-CL05ING DEVICE."N 2C m INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. % 3C1 - FRONT ELEVATION ASPHALT SHINGLES (IF APPLICABLE): 4 Ps 00 1. WIND RE515TANCE OF ASPHALT 5HINGLE5. - ASPHALT 5HINGLE5 SHALL BE N6TALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R9052.61 Z' 0 3C2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT 5HINGLE5 SHALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNI15 HORIZONTAL b2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM 1) 4869, TYPE 11 OR 000 3 C 3 - FLASHING DETAILS TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNT5 HORIZONTAL (4:12) AND GREATER, ONE LAYER OF ��* 11/4 UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905,21, 3C4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER FECR - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0 IvIIIIII-XiIIII)i F—LUUrk ELECTRICAL RECOMMENDATIONS OF FRSA/TRI RSA/TRIFLORIDA HIGH WIN[) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTP EDITION WHERE THE VA6D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301,213 OR THE RECOMMENDATIONS OF R45 Ila, In OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R, - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH A6TM ID 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6300, CLA55 M MINERAL SURFACED ROLL ROOFING AND 514AL1 BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE 4B UPPER FLOOR ELECTRICAL PLAN N5TALLATION MANUAL, FIFTH EDITION WHERE THE V45D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, 0 CHIMNEY HEIGHT REOUIRPIENT5 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER IV) THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL05ER, TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 0255, C1325, OR C1118 AND N5TALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION6 SHALL BE U5ED A5 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. RECORD COPY TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 0 SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U5ING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINE5, IRRIGATION / 5PRINKLER 5Y5TEM R15ERS FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 6HALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTEIR5 WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAYE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AN[) HvAG: REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACTIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT, PLANS EXAMINER 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRUCTION, OTHER APPLANCE5, OR ANY OTHER I -LS- — M L_)_ PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHE5 (162 mm) DEEP AND 30 INCHES DATE 1162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR GEILING5 SEPARATING THE DWELLING FROM THE GARAGE 514ALL BE CONSTRUCTED OF A MIN. 126 GAUGE 10.48 mm) SHEET STEEL SANFORD BUILDING DIVISION OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING5 INTO THE GARAGE. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE LICENSE TO PROCEED WITH THE WORK AND NOT AS MANUFACTURER'S INSTALLATION INSTRUCTIONS. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OF STOPPAGE IN THE CONDEN54TE DRAIN PIPING 5Y5TEM. THESE PANS 6HALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PIROV15I0N5 OF 5ECTION5 M1411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 0 REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FAN5AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE 1, OUTDOOR D15CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR 6HALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND 514ALL BE EXHAUSTED DIRECTLY TO THE COMPACTION TEST OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT 015CHARGE INTO AN ATTIC, CRAWL 5FACE, OR OTHER AREAS IN51DE THE BUILDING. REQUIRED 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A C;LOTHE5 DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH • Results to be Verified OF THE DUCT SHALL BE REDUCE[) 2.5 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ilo RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST at Slab Inspection DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 N5TALLED AND 1_15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 258 5 THE EXHAU6T DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TEIR PAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A CLOTHE6 • DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL 5PALL BEAR THE WORD5 "TH15 DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." #1 6, 3 20 6 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. TITLE • COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE 6HALL NOT RELIEVE THE BUILDER OF RE6PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE SANFORD BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, I)IMEN51ON6, OR ADHERENCE TO APPLICABLE BUILDING CODE6 SHALL BE BROUGHT o14, TO THE ATTENTION OF THE DRAFTER'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV15I0N5. ANY REV15I0N5 OR CHANGES, NOT RELATED TO THE R CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEE6, IF ANY MODIFICATIONS ARE M4j")E TO THESE PLANS BY ANY • �TWPR PARTY OTU4PP TURN T;JP nWL;T;:Q',; nPP1rP TWP r)1PAPTP;P ;L1Al I NnT RI= lipi n 1Pi:.APm.;iR1 P REV. 09-29-2016 x CU C DAVIS BEWS DESIGN GROUP 10 U) 00100 EST. 1994 _j 0 _j 0 w 5 COO) In 0 U) 6 j 66 LL• 00 roa L. _j 0 0 co [-L a) 0 °) 3�E \4 1 00 0 4j ZN20e 11 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION6, WRITTEN INSTALLATION IN6TRUC;TION5 6HALL BE PROVIDED BY THE MANUFACTURER FOP, EACH WINDOW, a z C J 2B 1 - UPPER FLOOR PLAN NOTES CD DWELLING / GARAGE OPENINGS: 2 B 2 m UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA 514ALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/5" IN THICKNE55, 50LID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS NoI111111i ca LL NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOOR6 EQUIPPED WITH A 5ELF-CL05ING DEVICE."N 2C m INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. % 3C1 - FRONT ELEVATION ASPHALT SHINGLES (IF APPLICABLE): 4 Ps 00 1. WIND RE515TANCE OF ASPHALT 5HINGLE5. - ASPHALT 5HINGLE5 SHALL BE N6TALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R9052.61 Z' 0 3C2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT 5HINGLE5 SHALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNI15 HORIZONTAL b2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM 1) 4869, TYPE 11 OR 000 3 C 3 - FLASHING DETAILS TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNT5 HORIZONTAL (4:12) AND GREATER, ONE LAYER OF ��* 11/4 UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905,21, 3C4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER FECR - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0 IvIIIIII-XiIIII)i F—LUUrk ELECTRICAL RECOMMENDATIONS OF FRSA/TRI RSA/TRIFLORIDA HIGH WIN[) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTP EDITION WHERE THE VA6D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301,213 OR THE RECOMMENDATIONS OF R45 Ila, In OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R, - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH A6TM ID 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6300, CLA55 M MINERAL SURFACED ROLL ROOFING AND 514AL1 BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE 4B UPPER FLOOR ELECTRICAL PLAN N5TALLATION MANUAL, FIFTH EDITION WHERE THE V45D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, 0 CHIMNEY HEIGHT REOUIRPIENT5 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER IV) THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL05ER, TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 0255, C1325, OR C1118 AND N5TALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION6 SHALL BE U5ED A5 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. RECORD COPY TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 0 SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U5ING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINE5, IRRIGATION / 5PRINKLER 5Y5TEM R15ERS FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 6HALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTEIR5 WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAYE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AN[) HvAG: REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACTIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT, PLANS EXAMINER 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRUCTION, OTHER APPLANCE5, OR ANY OTHER I -LS- — M L_)_ PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHE5 (162 mm) DEEP AND 30 INCHES DATE 1162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR GEILING5 SEPARATING THE DWELLING FROM THE GARAGE 514ALL BE CONSTRUCTED OF A MIN. 126 GAUGE 10.48 mm) SHEET STEEL SANFORD BUILDING DIVISION OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING5 INTO THE GARAGE. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE LICENSE TO PROCEED WITH THE WORK AND NOT AS MANUFACTURER'S INSTALLATION INSTRUCTIONS. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OF STOPPAGE IN THE CONDEN54TE DRAIN PIPING 5Y5TEM. THESE PANS 6HALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PIROV15I0N5 OF 5ECTION5 M1411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 0 REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FAN5AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE 1, OUTDOOR D15CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR 6HALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND 514ALL BE EXHAUSTED DIRECTLY TO THE COMPACTION TEST OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT 015CHARGE INTO AN ATTIC, CRAWL 5FACE, OR OTHER AREAS IN51DE THE BUILDING. REQUIRED 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A C;LOTHE5 DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH • Results to be Verified OF THE DUCT SHALL BE REDUCE[) 2.5 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ilo RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST at Slab Inspection DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 N5TALLED AND 1_15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 258 5 THE EXHAU6T DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TEIR PAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A CLOTHE6 • DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL 5PALL BEAR THE WORD5 "TH15 DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." #1 6, 3 20 6 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. TITLE • COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE 6HALL NOT RELIEVE THE BUILDER OF RE6PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE SANFORD BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, I)IMEN51ON6, OR ADHERENCE TO APPLICABLE BUILDING CODE6 SHALL BE BROUGHT o14, TO THE ATTENTION OF THE DRAFTER'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV15I0N5. ANY REV15I0N5 OR CHANGES, NOT RELATED TO THE R CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEE6, IF ANY MODIFICATIONS ARE M4j")E TO THESE PLANS BY ANY • �TWPR PARTY OTU4PP TURN T;JP nWL;T;:Q',; nPP1rP TWP r)1PAPTP;P ;L1Al I NnT RI= lipi n 1Pi:.APm.;iR1 P REV. 09-29-2016 C DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEWS.COM TAMPA * 0PEr4\/F_R_ EST. 1994 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION6, WRITTEN INSTALLATION IN6TRUC;TION5 6HALL BE PROVIDED BY THE MANUFACTURER FOP, EACH WINDOW, a z C J 2B 1 - UPPER FLOOR PLAN NOTES CD DWELLING / GARAGE OPENINGS: 2 B 2 m UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA 514ALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/5" IN THICKNE55, 50LID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS NoI111111i ca LL NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOOR6 EQUIPPED WITH A 5ELF-CL05ING DEVICE."N 2C m INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. % 3C1 - FRONT ELEVATION ASPHALT SHINGLES (IF APPLICABLE): 4 Ps 00 1. WIND RE515TANCE OF ASPHALT 5HINGLE5. - ASPHALT 5HINGLE5 SHALL BE N6TALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R9052.61 Z' 0 3C2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 2. ASPHALT 5HINGLE5 SHALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNI15 HORIZONTAL b2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM 1) 4869, TYPE 11 OR 000 3 C 3 - FLASHING DETAILS TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNT5 HORIZONTAL (4:12) AND GREATER, ONE LAYER OF ��* 11/4 UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905,21, 3C4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER FECR - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0 IvIIIIII-XiIIII)i F—LUUrk ELECTRICAL RECOMMENDATIONS OF FRSA/TRI RSA/TRIFLORIDA HIGH WIN[) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTP EDITION WHERE THE VA6D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301,213 OR THE RECOMMENDATIONS OF R45 Ila, In OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R, - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH A6TM ID 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6300, CLA55 M MINERAL SURFACED ROLL ROOFING AND 514AL1 BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE 4B UPPER FLOOR ELECTRICAL PLAN N5TALLATION MANUAL, FIFTH EDITION WHERE THE V45D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, 0 CHIMNEY HEIGHT REOUIRPIENT5 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER IV) THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL05ER, TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 0255, C1325, OR C1118 AND N5TALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION6 SHALL BE U5ED A5 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. RECORD COPY TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 0 SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U5ING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINE5, IRRIGATION / 5PRINKLER 5Y5TEM R15ERS FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 6HALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTEIR5 WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAYE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AN[) HvAG: REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACTIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT, PLANS EXAMINER 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRUCTION, OTHER APPLANCE5, OR ANY OTHER I -LS- — M L_)_ PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHE5 (162 mm) DEEP AND 30 INCHES DATE 1162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR GEILING5 SEPARATING THE DWELLING FROM THE GARAGE 514ALL BE CONSTRUCTED OF A MIN. 126 GAUGE 10.48 mm) SHEET STEEL SANFORD BUILDING DIVISION OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING5 INTO THE GARAGE. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE LICENSE TO PROCEED WITH THE WORK AND NOT AS MANUFACTURER'S INSTALLATION INSTRUCTIONS. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OF STOPPAGE IN THE CONDEN54TE DRAIN PIPING 5Y5TEM. THESE PANS 6HALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PIROV15I0N5 OF 5ECTION5 M1411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 0 REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FAN5AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE 1, OUTDOOR D15CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR 6HALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND 514ALL BE EXHAUSTED DIRECTLY TO THE COMPACTION TEST OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT 015CHARGE INTO AN ATTIC, CRAWL 5FACE, OR OTHER AREAS IN51DE THE BUILDING. REQUIRED 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A C;LOTHE5 DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH • Results to be Verified OF THE DUCT SHALL BE REDUCE[) 2.5 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ilo RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST at Slab Inspection DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 N5TALLED AND 1_15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 258 5 THE EXHAU6T DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TEIR PAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A CLOTHE6 • DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL 5PALL BEAR THE WORD5 "TH15 DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." #1 6, 3 20 6 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. TITLE • COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE 6HALL NOT RELIEVE THE BUILDER OF RE6PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE SANFORD BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, I)IMEN51ON6, OR ADHERENCE TO APPLICABLE BUILDING CODE6 SHALL BE BROUGHT o14, TO THE ATTENTION OF THE DRAFTER'6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV15I0N5. ANY REV15I0N5 OR CHANGES, NOT RELATED TO THE R CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEE6, IF ANY MODIFICATIONS ARE M4j")E TO THESE PLANS BY ANY • �TWPR PARTY OTU4PP TURN T;JP nWL;T;:Q',; nPP1rP TWP r)1PAPTP;P ;L1Al I NnT RI= lipi n 1Pi:.APm.;iR1 P REV. 09-29-2016 411 31-011 H.5, t ELEVATION/ ( -J 0'-4" 52'-4'1 \ 3/4" CONDENSATION DRAIN BY PLUMBER AIR HANDLER LINES FROM UPPER FLOOR 151-01, PITGH�_ z 1/8" / FT. o _ a[ rr W Lu 11-/ryII / TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ****** G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * DAVIS BEWS DESIGN GROVP x w - � EST. 1994 �� C�toCIS a 0to0 0 MM i NIM N :. �'JM L. L LL • p 00 Az QII / c L J * m 4. 6. 0O 0 CC) C z G.C. VERIFYL, ACRYLIC �� — 50 GAL. ON LANAI I �. 0-) W.N. i i -- [`,� k 9'-8" 31'-1011 20'-011 — 7[1 \ /C L OF REF.rAA i LIA "' _ ° v SLAB C.J. i i C.J. 3C2 PITCH I/811 / FT @ �' PROVIDE WATER PITCH MAKER FORCE � TO DRAIN Ia �u REFERENCE REFERENCE E�LEVATION G/� i/ _01-v LLj - \LLI ILL PAYER DRIVE / LEAD WALK - AIR HANDLER NOTE: v / ALL 5LAB ANGLES 2 1 ARE AT 45° (U.N.O.) i "' CIA LINES FROM UPPER FLOOR i 14'-411 I' 3" 2'-5" 181 611 811 OF 2x4 WALL 4" P.V.C. 38 M __ -f 1I �I 3/4" REGE55 FOR i �o \ 3/4" CONDENSATION --� ENTRY DR. _ DRAIN BY PLUMBER A/C PAD (SEE MEGH. CONTRACTOR 20' -II" 2'-111 _ I'-8"11 31.1011 3 4'.211 3' I" 2'4" D R ) 191-011 FOR LOCI 3' 8" «� TILE ... 4"PV.G -3/41'I i 3/4 CONDEN5AT ON DRAIN BY 9 -UMBER _ SEAT ABY. K. 1 1. 2 0 RECESS Q I. �.FOPI. -- 0 �� rl / `" \ AV,JL__J 1DRYER IIWA5HER IED O 8" G.M.U. WALL ABV. co — — — — ^� 8" G.M.U. U ALL ABV ELEVATION/ ( -J 0'-4" 52'-4'1 \ 3/4" CONDENSATION DRAIN BY PLUMBER AIR HANDLER LINES FROM UPPER FLOOR 151-01, PITGH�_ z 1/8" / FT. o _ a[ rr W Lu 11-/ryII / TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ****** G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * ° JOB NUMBER 26002.253 ° CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED DAVIS BEWS DESIGN GROVP x w - � EST. 1994 �� C�toCIS a 0to0 0 MM i NIM N :. �'JM L. L LL • p 00 iiiii= o� C0 >LLxro� s L J * m 4. 6. 0O 0 CC) C z ° JOB NUMBER 26002.253 ° CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED SLAB INTERFACE PLAN GARAGE rRIGHT • TI TLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. - � EST. 1994 �� SLAB INTERFACE PLAN GARAGE rRIGHT • TI TLE • SLAB INTERFACE PLAN • SHEET • REFER TO 5HEET 2A2 FOR MAIN FLOOR PLAN DIMEN510N5 T.O.M. T.O.M. T.O.M. VENT HOOD T.D.M. T.O.M. LINE OF g -4�� 9.4 9' 4" 2 26 SN. TO EXTERIOR 9' 4 "9' 4" DRY5TAGK A.F.F. A.F.F. HE). AT 8'-0" A.F.F. H,B. t LEDGESTONE Li 0.H-.G'TOM — — Lij O O TT. OF LINTEL Q) Y AT 8'-0" A.F.F. gp i I RANGE I 5(D GAL r — — — — — — — — — AF.F. 1 0 ° W/ HOOD I W.N. 1 ARCH FROM � V-0" TOLu LANAIFAMILY ROOM 1 c j IN5ULATE -a 9'-8"x14'-4" 19oll'-6"x14'-0" LINE OF 5ECOND--� I DINING —0" \ / KITCHEN I WALLS 9'-4" PLT. HT. 2 -STORY VOLUME FLOOR ABV.10'/ \ 9'-4" FLAT CLG. 9'-4" FLAT CLG. _ a I 1C G,C, VERIFY o •4 2 5TORY 19'" AA �_. ACRYLIC X ( 1 I I 3C2 GL--- -1 GT-- CABINETS / /r N GARAGE v I ON LANAI r X �. I 1 I 20' o"x2o'_ o o' / �, 9'-4" PLT. HT o I 1 T A Tr� I I 11 ��; j T.O.M. T.O.M. I GPI4ILE / / �� IN5ULATE — —y W _.._.L 9'-4" Y \ Y OPENING p ABOVE 9' 4 I 36' H. STAIR DATA: ARCH FROM / �� A.F.F. o TO UNDER S RISERS AT L�L. R DRIVE / LEAD WALK RAILING 8' 0" TO 8' 8" / / �� LINE OF SECOND a 5TAIR5 a 138" EACH / / / \ FLOOR ABY.43 f5ORI'l 0.00" TREADS �' / / Ck 0 LLI Q FLU5H FRAME aO � �, 11 I 8' 8" FLAT GL(U. TO FURRING ° 94" SLOPING I 29' 4° ARCH FROM BARREL ARGN \ I � 9 4 FLAT CLG. — Il ---1-. �� GLG. CLG. I VO UME GLG. �`/ S 0 TO 8'-8° FROM S'-6" � X I 5 SH. D TD 8' 10 LINE OF 5EGONp 7 �I —L — — FLOOR ABV. _..�L-------- PLAT HDR. 2x8 DIAL 2x8 WALL t� FOYER AT 4' 4" I � — — — 2x6 WALL- / AIR HANDLER // 9'-4" IN51ATE SEE SECTION 1 9 4 LINES FROM pe/ FLAT CLG. WALLS MASTER SUITE 9'`4 I GLG. @ UPPER FLOOR 16'-0"x14>-4„ CLG, � `�" r1J 9'-4" TRAY CLG. GLG. O Lu 2 6x8 0 m M.C. a T.O.M. F1 BFI 2 u u1 ��'` I LINE OF ATTENTION TRU55 MANUF.: g _g I 1 g1-41TEMP. GL. ENCL. _ _._ _ _ "J4 FLAT HEADER --' ENTRY I AT 8'-0"AFF AFF, DRYSTACK TRAY CLG. IN MASTER CLG T rCLG. ON 42" N. LOW WALL — DEN LEDGE5TONE 5UITE IS DOWN -FRAMED CPT. TILE M. BATH UTIL PWDR �; 11'-4"x10'-6" 9'-4" PLT. HT. g 4 91-411 9'-4" FLAT CLG. FLU5H FRAME =FAVER5 �� j4M TO FURRING _ 1 GG, VERIFY GLA55 I -6x8-0 CLG. CLG. � — — _ — — IN5ERT FOR FRONT 3'-6"x3-6" A/C I BPI)r -- r —— — — — — -J TOM. IOOR. PAD !SEE MECN,PAD ('SEE MEGN. I qPT, I IWAT.CONTRACTOR CONTRACTOR " — -- — — — EDn. 94"FOR LOG.) I I FOR LOC.) 1 5 5H. L 5N. J L — - J W.G. Av A.F.F. I_ _. — — J L_ — — — —I VERIFY H INTERIORDOOR5 W.B. 13 5H, 26 5H. TEXTURED FOAM AT MAIN FLOOR TOM. TEMP. GL. ENCL. AIR HANDLER DIRECT VENT DRYER Hp. AT 8'-0" HD, AT 8'-0" BANDING (TYP.) 9' 4° ON 42" H. LOW WALL LINES FROM THRU EXT. WALL HAN5EN BOX (5EE ELEVATION) LINE OF UPPER FLOOR FLAT HEADERJ DRY5TAGK - BELOW PRECAST AT V-0" A.F.F. LEDGESTONE G.G. VERIFY FOR LINTEL R-30 IN5ULATION ALL EMERGENCY ESCAPE AND RE5GUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.G,R. - 5TH EDITION (2014). * * * * * * * 1 &7 S.F. TYPICAL MASONRY x DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET FAST OUXMW FLORIDA 34577 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER --Y� � ) EST. 1994 WINDOW WIDTHS Cr00 JL�O ENTR�' 716.F. 20" 211131" 53' �I/ N L >>-1c*1 WINDOW CALL -OUTS aD 0 h 0 co r- ,Q 'Q h = _j 0 V 26" 12 5H 1/2 32 5H 22 5H 32 5H Lu zN�01 39" 13 5H 1/2 33 5H 23 5H 33 5H = 0 J 0 51" 14 5H 1/2 34 5H 24 3H 34 5H z 63" 0 15 3H 1/2 35 5H 25 5H 35 5H '—' z_ 72" 16 5H 1/2 36 5H 26 3H 36 5H G.C. VERIFY MA50NRY OFENING5 FOR ALL WINDOW5, (n W WINDOW 51ZE5 AND INSTALLATION MAY VARY FER 8MANUFACTURER AND 5REGIFICATION6. z • REFER TO FLOOR FLAN5 FOR STYLE OF UJINDOJ J5ED (SINGLE HUNG=5H, GA5EMENT= C5MT, OR FIXED GL435- F.G.) ALL EMERGENCY ESCAPE AND RE5GUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.G,R. - 5TH EDITION (2014). * * * * * * * JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED 1 &7 S.F. UPPER FLOOR x DAVIS BEWS DESIGN GROVP 2582 S.F. 150 STATE STREET FAST OUXMW FLORIDA 34577 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER --Y� � ) EST. 1994 LANAI Cr00 JL�O ENTR�' 716.F. M 3247 S.F. D U) �I/ N L >>-1c*1 `' a6L • aD 0 h 0 co r- ,Q 'Q h = _j 0 i. 9 0 rn tJ �co L' o h zN�01 JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED J HATCHING LEGEND F� >= IN5ULATE WALL 0 MAIN FLOOR 1 &7 S.F. UPPER FLOOR 1115 S.F. DAVIS BEWS DESIGN GROVP 2582 S.F. 150 STATE STREET FAST OUXMW FLORIDA 34577 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER --Y� � ) EST. 1994 J HATCHING LEGEND F� >= IN5ULATE WALL 0 MAIN FLOOR 1 &7 S.F. UPPER FLOOR 1115 S.F. TOTAL LIVING 2582 S.F. r_:iARAr_:�E 455 S.F. LANAI 13� S.F. ENTR�' 716.F. TOTAL SQ, FT. 3247 S.F. MAIN FLOOR PLAN NOTES GARAGE RIGHT 2585 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • I0 15'-0" v x m w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER CtoLO o� a Oi v 3 0) 03 K. L >>Ja 66 3QLLM 00 ��.0 .r. 0 - o Y s ��N LJ+'W oO oh 40 Z.201 I I 1 I 1 I 15'-0" • JOB NUMBER 26002.253 ° CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED x m w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER CtoLO o� a Oi 3 0) 03 L >>Ja 66 3QLLM 00 ��.0 .r. 0 - o Y ��N LJ+'W oO oh 40 Z.201 • JOB NUMBER 26002.253 ° CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED • T1 TLE • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS' 2SHEET A2 GARAGE RIGHT DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER a EST. 1994 • T1 TLE • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS' 2SHEET A2 GARAGE RIGHT HD. AT 1'-61 F'AN ANL) L AIN PLATFORM hv. H -O UNDER A.N.U. * E6RE55 111 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCNE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCNE5 OF THE FINISHED FLOOR PER F.B.C,R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALLCOMPLY WITH THE REQUIREMENTS OF 45TM F 200 O PER F.B.C,R. - 5TH EDITION (2014) 83122 JOB NUMBER 26002.253 CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED • TYPICAL WOOD FRAME x Y WINDOW SCHEDULE U r0 C) lQ WINDOW WIDTHS � 0 _j El 20" 24" 36" 45" f-- TAMPA •DENVER ` >>JM WINDOW CALL -OUTS 0 ro� 0 Ua^ 0—� �0 0 20" 1818 F.C. 2018 F.G. 3018 F.G. 4018 F.G. W _ 24" 1820 F.G. 2020 F.G. 3020 F.C. 4020 F.G. 0 36" 1830 5H 2030 SH 3030 5H 4030 5H z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" I85O 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.G. VERIFY ROUGH OPENING5 FOR ALL WU NDOW5, tui o WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER �— MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55a F.G.) JOB NUMBER 26002.253 CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED • x Y U r0 C) lQ 0 _j rn i ��cM OLDSMAR, FLORIDA 34677 813.925.1300 T'Ei: -/ am N W W W.DAVISBEWS.COM TAMPA •DENVER ` >>JM 0 ro� 0 Ua^ 0—� �0 E ro t, c'j 00 ti a•+ zN21 JOB NUMBER 26002.253 CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED • Y DAVIS SEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 T'Ei: 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 Q 0! Y r - :L4 ©0 R O ® z w i� LL P e�esP p � o p .r W iw10 to ci �e z (� P••eNHeee 1p 0 0 0 WV) 0 0 IE. i M 0 ry) J 11110J 1001mool 0 F tom � j E585 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2(014). UPPER FLOOR PLAN NOTES SCALE: 1/4" = 14' GARAGE RIGHT TITLE�� • UPPER FLOOR PLAN NOTES II 2B1 II E • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED x ro w Cr0 JQ4)O OJ L0 TAMPA • DEIWER. EST. 1994 � 'A ��M Y/ T )_ j J N `` 5 G I • 00 a0LD O�C0 I E -190) .0 -J 'J LOQ y� 7� ZNL�1 • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED IJ.I CL M �- 00 �N' O ® Z W V C J .1 U LL • • LIC • Q` 2 • O 4 ••�°°•r• °+• w�e M J M 585 Z UPPER FLOOR PLAN DIMENSIONS SCALE: 1l4" = 1'-0' GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 • TITLE • UPPER FLOOR PLAN DIMENSIONS2B2 SHEET • • FAX W W W.DAVLSBEWS.CAM TAMPA • DEIWER. EST. 1994 IJ.I CL M �- 00 �N' O ® Z W V C J .1 U LL • • LIC • Q` 2 • O 4 ••�°°•r• °+• w�e M J M 585 Z UPPER FLOOR PLAN DIMENSIONS SCALE: 1l4" = 1'-0' GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 • TITLE • UPPER FLOOR PLAN DIMENSIONS2B2 SHEET • • STAIR NOTE5: RAILING BALU5TER5 5NALL BE SPACED 60 THAT A 4" 5PHERE CANNOT PA55 THROUGH, HANDFWL5 HANDRAILS FOR 5TAIRWAY6 5NALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T RI5ER. HANDRAIL END5 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5NALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GRA5PABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE 5PACE UNDER 5TAIR5 5NALL HAVE WALL5, UNDER-5TAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED EIDE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 ALL GUARDRAIL5 AND HANDRAIL5 TO COMPLY WITH'FBC 8301 AND TABLE R301.5 PER F.B.C.R. - 5TH EDITION (2014). a — 3/4" PLYWD. DECKING i II !I 36" H. CONTINUOUS GRA5PABLE42" H. RAILING //-RAILING -BEAM LINE OF 6'4' MIN.- FLOOR FLOOR 5Y5TEM HEAD CLEARANCE\ BEAM -- `"�� SYSTEM 2x 5TRINGER5 10.00" 36" N. (TYPJ RAILING 1" NOSING I— -- (TYP.) m 5TORAGE-- _ UNDER 2x TREADS AND- 5TAIR5 `r Ix RI5ER5 (TYP.) N 11 TREADS AT 10.00" EACH STAIR SECTION. SCALE: 1/4" = 1'-0" ARCHWAY (A)T�YP. SCALE: 1/4" = 1'-0" JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED x ro w 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER rLo O J Lo _j c) N0) i �DLM 00 a��h 0 Co cm a cm �o �� y� T 0 z 1 JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED fj d � co M O 00 V ! ,C 00 z > W .52 C _J 00 r co 1i, 0 W iw CC* 0: z G F� 2585 • • TITLE • PLAN DETAILS PLAN DETAILS SHEET SCALE: 1/4" = 14" 2C GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 fj d � co M O 00 V ! ,C 00 z > W .52 C _J 00 r co 1i, 0 W iw CC* 0: z G F� 2585 • • TITLE • PLAN DETAILS PLAN DETAILS SHEET SCALE: 1/4" = 14" 2C GARAGE RIGHT -11/2" THICK SAND FINISH KEYSTONE --- (IF APPLICABLE( RAISED 5AND FIN15H TEXTURED BANDING _ NOTE: z TH15 DETAIL 5HOW5 THE TYPICAL THICKNESS o OF ALL RAISED TEXTURED FIN15H BANDING w w AND 5AND FINISHED KEY5TONE5 (WHERE x APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT � Q w SPECIFIC KEYNOTE CALL -OUT IN5TALLATION 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 TEXTURE[) FINI5H OVER FRAME APPLICATION TO BE PER F,B.G,R. - 5TH EDITION (2014) R103,6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = I'-0" CLEAR OPENING N I6HT5 IN DWELLING UNITS, WI4ERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5H4LL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN IUHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 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 IEDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE51 AND WINDOW GUARDS, WHERE PROVIDE[), SHALL COMPLY IWITH THE REQUIREMENTS OF A5TM F 2090 PER F,B,C,R, 5TH EDITION (2014) 8312.2 12 /5HINGLE 12 6 ROOF 6 I G.C. VERIFY ALUMINUM � 4INGLE OVER 2x6 SUB FASCIA ROOF 6 12 8" BANDING (TYPICAL) PLT. HT. 6TU000 BANDING " STUCCO (TYPJ FIN15N FINISH - 7 EQ. EQ. 1'-4" W. x 5'-0" H. % DECORATIVE `A FIXED 5HUTTER5 4" BANDING 12 ITYPJ 6 I� LSNINGLE 6C%12 q6 ROOF 7 4' BANDING SECOND F.F. LINE 8" BANDING S" BANDING T.O.M. 2'-0" W. x 2'-6" N. SET BOTT. OF DECORATIVE BAND AT T.O.M. FIXED SHUTTERS V' BANDING DECORATIVE CORS (5EE DETAIL) (TYP.,' 2" TEXTURED 11 (TYP.) FINISH -s 5Q. d- 6.. BANDING DRY5TACK (Tq�ESTONE TEMP. - - -- ° MAIN F.F, LINE OWNS GC. VERIFY GLA55 �4` BANDING GRADE LINE INSERT FOR FRONT DOOR SURROUND (A55UMED) DOOR FRONT ELEVATION- 5CALE: 1/4" I'-011 �11 ALUMINUM N TUBING BARS M 411�,ccc all TEXTURED 'I V FOAM BANDING 5'f — 10' FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW RAISED FOAM DECORATIVE BANDING DETAIL CORBEL DETAIL 5CALE: 1/2" = I'-0" 5CALE: 3/4" - I'-0" G.C. VERIFY - ALL BANDING AT STONE LOCATION515 TO PROJECT 1/2" P45T THE FACE OF THE STONE ELEVATION ficif GARAGE RIGHT PLT. HT. x ro w Y x 5'-0" C U ro DECORATIVE FIXED SHUTTERS 150 STATE STREET EAST r 813.925.1300 TEL 0U0M W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 SECOND F.F. LINE — - L> J N '0 L ooLL0 L• DECORATIVE CORBEL 5EE DETAIL) (TYP.) 4" OCO RA15Ep BANDING b '5EE DETAIL) tcm J f0 P)ANDING ZN��t 6" BANDING-- ____ DRY5TACK LEDGE5TONE 'TYR) MAIN F.F. LINE_ GRADE LINE 1A55UMED) 12 /5HINGLE 12 6 ROOF 6 I G.C. VERIFY ALUMINUM � 4INGLE OVER 2x6 SUB FASCIA ROOF 6 12 8" BANDING (TYPICAL) PLT. HT. 6TU000 BANDING " STUCCO (TYPJ FIN15N FINISH - 7 EQ. EQ. 1'-4" W. x 5'-0" H. % DECORATIVE `A FIXED 5HUTTER5 4" BANDING 12 ITYPJ 6 I� LSNINGLE 6C%12 q6 ROOF 7 4' BANDING SECOND F.F. LINE 8" BANDING S" BANDING T.O.M. 2'-0" W. x 2'-6" N. SET BOTT. OF DECORATIVE BAND AT T.O.M. FIXED SHUTTERS V' BANDING DECORATIVE CORS (5EE DETAIL) (TYP.,' 2" TEXTURED 11 (TYP.) FINISH -s 5Q. d- 6.. BANDING DRY5TACK (Tq�ESTONE TEMP. - - -- ° MAIN F.F, LINE OWNS GC. VERIFY GLA55 �4` BANDING GRADE LINE INSERT FOR FRONT DOOR SURROUND (A55UMED) DOOR FRONT ELEVATION- 5CALE: 1/4" I'-011 �11 ALUMINUM N TUBING BARS M 411�,ccc all TEXTURED 'I V FOAM BANDING 5'f — 10' FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW RAISED FOAM DECORATIVE BANDING DETAIL CORBEL DETAIL 5CALE: 1/2" = I'-0" 5CALE: 3/4" - I'-0" G.C. VERIFY - ALL BANDING AT STONE LOCATION515 TO PROJECT 1/2" P45T THE FACE OF THE STONE ELEVATION ficif GARAGE RIGHT • JOB NUMBER 26002.253 CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED U. x ro w Y C U ro O _j co O 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 0U0M W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 L> J N '0 L ooLL0 L• 00 OCO iJ tcm J f0 ZN��t • JOB NUMBER 26002.253 CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED U. a: 00 G� Z LIJ v C .J OD �� cif► ••o.•°p00. G� r uJ �V °°O•o•eN 1►e `` W MM>= 0 J 2585 • TITLE • FRONT ELEVATION DETAILS II 3C1 II Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 a: 00 G� Z LIJ v C .J OD �� cif► ••o.•°p00. G� r uJ �V °°O•o•eN 1►e `` W MM>= 0 J 2585 • TITLE • FRONT ELEVATION DETAILS II 3C1 II --------------- --- ----- --------- - LANAI ROOF _ I VENT REQUIREMENTS VENTILATION CALCULATIONS V _ 4:12 � _ .. TTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ, IN. I I I HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. 6.12 I ----- # UPPER 2/3 ROOF VENTS REQUIRED = 1 j 6:12 , I TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT �o * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT I I I I I I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 6:12 6:12 AF`~ - - - - - - - - - - - - - - - - --- 1 I I �P6:2 C�k _ I ----------- ---90 -� 6:12 4- I � 1 I � I I I I I _ I I I I I a LOWER ROOF; VENT REQUIREMENTS I I I I I I I I I I I I _ I I 6:I2 1 6:12 i -� illyI VENTILATION CALCULATIONS 6:12 HA 6:12 Z .— —� I I I I I I I ROOF/ tY_ I I I I I I � y 5HIN6LE ROOF Lo J co I I - ' o •x '- I Lu I L_.____________ _�___------� I p � JN „ —7-T-TYP, I VENT CALCULATIONS BASED ON THE FOLLOWING ° - iL I * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT 6:12 6:12 AF`~ - - - - - - - - - - - - - - - - --- 1 I I �P6:2 C�k _ I ----------- ---90 -� 6:12 4- I � 1 I � I I I I I _ I I I I I a LOWER ROOF; VENT REQUIREMENTS 12 67% 6:I2 1 6:12 i -� illyI VENTILATION CALCULATIONS ATTIC AREA = 529 SQ, FT. / 300 = 1.76 SQ, FT. Z X 144 = 254 SQ, IN. ROOF/ tY_ 12 E6 5HIN6LE ROOF Lo J co HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN. I - ' o •x '- # UPPER 2/3 ROOF VENTS REQUIRED =1 L_.____________ _�___------� TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. � JN „ —7-T-TYP, VENT CALCULATIONS BASED ON THE FOLLOWING ° - iL -- OVERHANG * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT 0 0 G.G. VERIFY FOR AA AT NIP * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT R-58 INSULATION 3C3 (U.N.O.) 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: Z THI5 DETAIL 5HOW5 THE TYPICAL THICKNE56 oc v, OF ALL RA15ED TEXTURED FINISH BANDING Lu AND SAND FIN15HED KEY5TONE5 (WHERE LU APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE GALLED OUT AT Lu L SPECIFIC KEYNOTE CALL -OUT mz z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS r0 BE PER F.B.C,R. - 5TH 3/4" EDITION (2014) R103.6.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND 45TM G 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5GALE: 3" = 1'-0" ROOF PLAN SCALE: 1/8" - 1'-0" CLEAR OPENING 14E16W5 � IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENIN65 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. • 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 54ALL COMPLY WITH THE REQUIREMENTS OF 45TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 GIRDER12 TRU55 6� a6 GIRDER TRU55 ROOF TRu55ES 12 q6 6� AT 24" O.G. (TYPICAL) ❑ IIS � 1717 ❑ ❑ 9 E F] /,2 - 5TORY BR. 3 L �T a' VOLUME �� AT 24 Tic 5E5 ❑ 11 1 ❑ ❑F[:D4 �� 12 (TYPICAL) -F- FLOOR 5Y5TEM --- y T? BEAM -- u FAMILY 'T LINTEL KI O D �❑ LINE OF PVT SLIDER SECTION AA 12 67 6 12 5HINGLE 2 OFLE G.G. VERIFY ALUMINUM a6 ROOF OVER 2x6 SUB -FASCIA PLT. HT. (TYPICAL) _ - _ _ _ _PLT. NT. - — FF I m 0 -TEMP. STUCCO 4 6, ZTUCCO FINI5N �o * a, FIN15H � � 5HINGLE � �l ROOF �-gNINGLE SECOND F.F. LINE SECOND FF. LINE 8" 12 6 ROOF - SECONDF.F. LINE ❑ co co m LTExruREp TEXTURED 1 6, FINISH FINISH 7 DRYSTAGK �o «� /l LEDGE5TONE a, MAIN F.F. LINE_ _ _ _ _ _ - _ - - _ _ MAIN F.F. LINE GRADE LINE TYP TEMP. GRADE LINE (A55UMED) FR. DR. (A55UMED) RETURN AT 51DE5 LEFT ELEVATION (u.N.0.) e SCALE; 1/8" = 1'-0" 12 12 6❑� INGLE 12 G.G. VERIFY ALUMINUM ROOF j 6E OVER 2x6 5U5-FA5CIA SHINGLE (TYPICAL) PLT. NT. ROOF PLT, NT. 5TUCC0 a, 5i UCCO FIN15H r F.G. F.G. * FIN15N7 12 SEGOND F.F. LINE 4GSHINGLE all SECOND F.F, LINE TOM, - ROOF - T.O.M. - — TEXTURED-� FIN15HEE TEXTURED FIN15H MAIN FTEMP. .F. LINE _ MAIN F.F. LINE GRADE LINE--' GRADE LINE (A5SUMED) (A55UMED) REAR ELEVATION SCALE: /8" = I'-0" muni CLCVHIIVIV SCALE; 1/5" - I'-0" 12 67% 4INGLE Q6 x N 150 STATE STR,E6T EAST OLDSMAR, FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM 6�? ROOF/ G,G. VERIFY ALUMINUM 12 E6 5HIN6LE ROOF Lo J co OVER 2x6 5UB•1`455A CO m PLT. HT. _ _ _ _ _ � JN (TYPICAL) PLT. HT. ° - iL /5,CGO 0 0 ro` r /5TUGCO /STUCCO (, ro Y oo f /SHINGLE FIN15H _ �� FIN15H SHINGLE FIN15H h2 4 a' SECOND F.F. LINE ROOF 8" _ SECOND F.F. LINE ROOF 8 SECOND F.F. LINE T,O.M. T,O.M. 2i-OII m DRY5TACK4TYP LEDGE5TONE RETURN /TEXTURED FIN15N / ; _ �ro /TEXTURED FIN15H7 -TEXTURED = FIN15H (TYP.) AT 51DE5 MAIN FF. LINE _ (U.N.O.) MAIN F.F. LINE GRADE LINE- GRADE LINE (455UMED) (A55UMED) muni CLCVHIIVIV SCALE; 1/5" - I'-0" • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED x N 150 STATE STR,E6T EAST OLDSMAR, FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM C U ro oLO 0 Lo J co CO m � JN L L ° - iL 0 0 ro` r 0DCQ (, ro Y oo 4cm J � fO �3n 0o z d' • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED ELEVATION "C GARAGE RIGH' • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION DAVIS BEWS DESIGN GROUP 150 STATE STR,E6T EAST OLDSMAR, FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 c- ELEVATION "C GARAGE RIGH' • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION 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 DF MATERIAL PER :NATIONS WITH ,APPROVED )ERLAYMENT (REFER TO VER SHEET) :-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN OIL BRG. HGT IM. DRIP EDGE . FASCIA JTED ALUM. SOFFIT _ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN )ING 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 FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND 1 SHOWN, PROVIDE 4' -1" BEAD OF 1 CONST. ADHESIVE TO BE APPLIED i - CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR ' BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING 1 PER BUILDER 1 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 �FgT,yF - FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER PQ' SILL PLATE �� (SEE DETAILS O 2 FOR OPTIONS) s� CORNER PATCH ***' � jl� 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 r WEATHER / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) , 2 i FLASHING Lr FLASHING DO NOT FLASH OVER BOTTOM DAVIS BEWS DESIGN GROUP NAILING FLANGE HEAD FLASHING TIE-IN -� EST. 1994 Wiz, INSTRUCTIONS: 0 JMI��, 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 Ed ro TYPICAL WINDOW FLASHING DETAIL T .. 11 111 111 11 1 1 11 1 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 FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP ( WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 1 i I � 20" FLOOR TRUSS i I 1 1 2X8 TRIM BOARD I � I � i STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- - SEE STRUCTURAL FOR. CONNECTORS 2ro TEXTURED CEMENT 4" FLOOR TRUSS SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY II 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 • • x ro DAVIS BEWS DESIGN GROUP CLo o lQ J r0 -� EST. 1994 Wiz, 0 JMI��, ''AA Y/ .-0) am N LEE N 3 0 L W ` . ro 0 5 � 0 � z�0-1 �0 Ed ro C'iJ g00 zCD 0, TYPICAL FLASHING AT BALCONY II 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 w WITH SECTION R702.7 OF THE CODE. ® ; R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ®o®se11l"'Irr p® ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OFNONE 000, ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER .� THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND _ � c? k : a TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE t d Z - O EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. '' °• go, R703.8 FLASHING un1 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND Z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: MM W 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. ' 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.. M 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. ro 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >= PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. Ile ell, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION.2585 • • 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER -� EST. 1994 Wiz, w WITH SECTION R702.7 OF THE CODE. ® ; R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ®o®se11l"'Irr p® ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OFNONE 000, ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER .� THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND _ � c? k : a TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE t d Z - O EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. '' °• go, R703.8 FLASHING un1 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND Z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: MM W 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. ' 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL.. M 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. ro 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >= PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. Ile ell, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION.2585 • • 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK -SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT - 314" 1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING — �� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &INSTALL HHEAD THROUGH SELF -ADHERED ERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL / SCORED COMPATIBILITY GO RELEASE PAPER SELF -ADHERED FLASHING ° ° / ° SELF -ADHERED FLASHING, '' � (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE / VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD 3 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING °0) / I z / / / NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER i SEAL TOPS OF JOISTS — - *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: / , i/// CONT. GALV. "L" ��//��,�ri . EXTEND MIN. OF 6" jj� FLASHING PER TEXTURED, PAINTED '�i%/ EXTER. WALL FINISH -ASPHALT BASED OUTSIDE OF FLASHING jj// I MANUFACTURES jj SPECIFICATIONS ROOF CRICKET: SEALANTAPPLIED MIN: 3`.12 SLOPE PLASTER STOP- BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A BY PLAN SPECIFIED ALL LE EL VALLEY - VERTICAL WALL BEAUTY STRIP ROOF = AT ENTRY SHINGLE OVER MINIMUM OF6"ABOVE 6" � FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL DIVERTER FLASHING s-, DRIP EDGE FASCIA---._,.`�-_ r► '.., FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r HOLD EXTERIOR R 0 FINISH 2" ABOVE r,hROOF i- FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING ' 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING / GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL �5HEATNING TEXTURE FINISH GOAT BAR IERR RESISTIVE DOOR ROUGH OPENING - WINDOW UNIT SLOPE ACCORDANCE WITH C *r O J 0 BROWN COAT FLASHING PER - LO 0JC9N; 0.3 in: 12.0 in APPROVED WEATHER -RESISTANT I/ N O�0M WOOD FRAME CONSTR. MANUFACTURES N (0.6 cm: 30.5 cm) ACCORDANCE WITH ASTMC1063 SGRATGW GOAT SELF -ADHERED FLASHING - 3/4"-1" BEAD OF CONSTR. BUILDING PAPER SPECIFICATIONS 66 �aLL• —SEALANT BY LAPPING DOWN - ADHESIVE TO BE APPLIED UNDER y SELF -ADHERED FLASHING 7/16" O.S.B. SELF -FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN ' SHEATHING ROOF MATERIAL PER SHINGLES W/ TAR WALL BY 6 IN. J UP JAMB 6". USE LIQUID NAIL BRAND ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED LATH OR EQUAL WEATHER PROOF CAULKING FLASHING EXTERIOR SCREED 2" BELOW TOP OF TWO LAYER5 WRB 03 \ BLOCK CEMT. FIN. h ' SELF -ADHERED FLASHING 3 1/2" — BUILDING PAPER WEEP SCREED VULCUM CAULK BOTTOM ., TRUSSES AT 24" O.C. BEAUTY STRIP ROOF JOINT ONLY TERMINATE SELF SEAL TOPS OF JOISTS — ' WIRE LATH Ll FLASHING W/ TAR ADHESIVE FLA51-IING UNDER DECKING SUBFLOOR (SEE DETAIL WP07) MAINTAIN METAL FLASHING 3-1/2" -CONT. GALV. "L" AT LOWER N05E OF UNPERFORATED FLANGE 7/8" FLASHING PER WEEP SCREED 1 1/2" TO 2" MANUFACTURES ABOVE ROOF SELF ADHE5IVE — - RIM JOIST SHEATHING =' SPECIFICATIONS FLASHING OVER ROOF MA50NRi BLOCK WALL _ SHINGLE PER n SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK -SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT - 314" 1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING — �� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &INSTALL HHEAD THROUGH SELF -ADHERED ERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL / SCORED COMPATIBILITY GO RELEASE PAPER SELF -ADHERED FLASHING ° ° / ° SELF -ADHERED FLASHING, '' � (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE / VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD 3 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING °0) / I z / / / NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER i SEAL TOPS OF JOISTS — - *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: / , i/// CONT. GALV. "L" ��//��,�ri . EXTEND MIN. OF 6" jj� FLASHING PER TEXTURED, PAINTED '�i%/ EXTER. WALL FINISH -ASPHALT BASED OUTSIDE OF FLASHING jj// I MANUFACTURES jj SPECIFICATIONS ROOF CRICKET: SEALANTAPPLIED MIN: 3`.12 SLOPE PLASTER STOP- BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A BY PLAN SPECIFIED ALL LE EL VALLEY - VERTICAL WALL BEAUTY STRIP ROOF = AT ENTRY SHINGLE OVER MINIMUM OF6"ABOVE 6" � FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL DIVERTER FLASHING s-, DRIP EDGE FASCIA---._,.`�-_ r► '.., FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r HOLD EXTERIOR R 0 FINISH 2" ABOVE r,hROOF i- FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING ' 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING / GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT „DINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL - 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP ® �•� SCREED - 1/8" ULMLN I PLAS I LK CONT. GALV. "L" K 2 IN ACCORDANCE WITH ACCORDANCE WITH C *r O J 0 ASTMC926ASTMC926 FLASHING PER - LO 0JC9N; APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT I/ N O�0M MATERIAL W/ METAL LATH IN MANUFACTURES N NM� ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 /X BUILDING PAPER SPECIFICATIONS 66 �aLL• —SEALANT y OVER ROOF 7/16" O.S.B. ___-----7/16" O.S.B. ' SHEATHING ROOF MATERIAL PER SHINGLES W/ TAR cm J cp ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED KEEP TOP EDGE OF WEEP FLASHING DETAIL S SCREED 2" BELOW TOP OF UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FLASHING BLOCK COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 3 1/2" PRE-ENGINEERED ROOF VULCUM CAULK BOTTOM ., TRUSSES AT 24" O.C. BEAUTY STRIP ROOF JOINT ONLY ` / SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION MAINTAIN METAL FLASHING 3-1/2" -CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL UNPERFORATED FLANGE 7/8" FLASHING PER WEEP SCREED 1 1/2" TO 2" MANUFACTURES ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING =' SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT °�GK FRO°F 91'S, METAL DRIP EDGE TO q h/� BE UNDER v Th�F9 UNDERLAYMENT AT ROOF EAVES .... "9ST O✓O��/� TYPICAL ROOF TO �� ti ��'o \ 2'5�°�% ook\- MSN E"°`Pp WALL FLASHING DETAIL ��T�'o 5jN°o�RA N�o�R�° 3R°°2 oGOURs� Goss RAKE METAL DRIP EDGE TO BE OVER -EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 28 CERTAINTEED WINTERGUARD GABLE ENDS—FIRST ~ STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT j,- SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. -- EMBED EACH SHINGLE INA 2" DO NOT NAIL WITHIN 6" OF V 'i WIDE STRIP OF ASPHALT VALLEY CENTERLINE ►�I RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF - TRIMMED SHINGLE ---CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE- EMOVE-FIGURE FIGURE4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT „DINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL - 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP ® �•� SCREED - 1/8" ULMLN I PLAS I LK 7/8" CEMENT PLASTER IN K 2 IN ACCORDANCE WITH ACCORDANCE WITH C *r O J 0 ASTMC926ASTMC926 LO 0JC9N; APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT I/ N O�0M MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN NM� ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 /X BUILDING PAPER BUILDING PAPER 66 �aLL• 00 7/16" O.S.B. ___-----7/16" O.S.B. ' SHEATHING E0 Y 0) SHEATHING cm J cp 0 0CC�� KEEP TOP EDGE OF WEEP y� T z OV —METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 3 1/2" 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 1 1/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT „DINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL - 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP ® �•� SCREED • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED K 2 DAVIS BEWS DESIGN GROVP C *r O J 0 EST. 1994 LO 0JC9N; I/ N O�0M NM� .06 L >jM 66 �aLL• 00 0ati -i �O '54 E0 Y 0) cm J cp 0 0CC�� y� T z OV • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED W M � � r d 0 °�® ,r•( z C:) C "► �®`a�tirit'oorr INSTALL BOTTOM EDGE OF m aa� .� �ip� SLAB WEEP SCREED 1" BELOW �, ••�•a•.®.••/'� FINISH FLOOR00 ems, �.Ld,• �j �` OPTIONAL DETAIL°sll �'rrrr�tnte WEEP SCREED DETAIL SCALE: NOT TO SCALE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. Immism >m 0 2585 • TITLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W"W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994 W M � � r d 0 °�® ,r•( z C:) C "► �®`a�tirit'oorr INSTALL BOTTOM EDGE OF m aa� .� �ip� SLAB WEEP SCREED 1" BELOW �, ••�•a•.®.••/'� FINISH FLOOR00 ems, �.Ld,• �j �` OPTIONAL DETAIL°sll �'rrrr�tnte WEEP SCREED DETAIL SCALE: NOT TO SCALE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. Immism >m 0 2585 • TITLE • FLASHING DETAILS 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC. REFER TO FLOOR TYP. 14 AND 12 COPPER TO PLAN FOR NOTED MAIN D16C. INSIDE LIGHTS AND OUTLETS PANEL AMPS. REQUIRED 010 COPPER TOWATER HEATER UNDERGROUND •8 COPPER TO RANGE SERVICE BY 04 COPPER TO 5/8" GROUND ROD POWER COMPANY ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM G.C. VERIFY UNDER NOTE: VENT HOOD CABINET LIGHTING W.P. G.F.I. FOR ELECTRICAL MATERIALS AND INSTALLATIONS SHALL MICROWAVE TO EXTERIOR AT KITCHEN ONLY T.U.G. SERVICE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL OUTLET +14" COACH ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. — - LIGHT 200 AMP AT 48" -}- I I I _ - N PANEL — — _ — IRRIG. — - - LC I��J.� I IIFOE Q �' I 50 GAL. DUPLEX CONVENIENCE OUTLET I I s, IEo � I \ OF WINDOWS I I DUPLEX OUTLET ABOVE COUNTERcr / I K.P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET � /� / \ - _ l 1 I , GF.I. rY HALF -SWITCHED DUPLEX OUTLET 5TD, LIGHT PENDANT I �' ;O, Q I AT 48"GARAGE I 1 OPT. FAN FAMILY ROOM I (VERIFY I /� I I SPECIAL PURPOSE OUTLET \ </ �% OPT. LANAI / UP TO RECESS I LOCATION) — DUPLEX OUTLET IN FLOOR I W/ FAN CAN LIGHTS KITCHEN 1 I \ � u � 220 VOLT OUTLET I I � L LANAI `� � ur= ro � I DINING iL / � �I � � I � Z& WALL SWITCH \ / FAN/LIGHT 13 THREE-WAY SWITCH \ FOUR-WAY SWITCH I WALL MOUNT 4 / AT 8'-8" $ D DIMMER SWITCH i W.P. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE GF.I. CM SD WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0. RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN � _ — — — � I o � �. — — �' / l I I cM CH] \ PUSHBUTTON FOR TRACK LIGHT / / so GD. OPENER FLUORESCENT LIGHT FIXTURE I _ I— — — — PENDANT I 4 EXHAUST FAN �; I I — — — — (VERIFY - — — — — — — — - ;Q, EXHAUST FAN/LIGHT COMBINATION I I _ LOCATION) CFI• COACH AT 48" LIGHT ELECTRIC DOOR OPERATOR (OPTIONAL) ® ROUGH -IN ® CHIMES (OPTIONAL) FOR OPT. o PUSHBUTTON SWITCH (OPTIONAL) I FAN/LIGHT I HORIZ. GFII. MAKE-UP � I ® CARBON MONOXIDE DETECTOR I </ �i i LIGHT <\ I / SCI SMOKE DETECTOR W.P. I �\ MASTER SUITE I I M. BATH �.I. ROUGH -IN ENTRY s� SMOKE / CARBON MONO. COMBO DETECTOR GF.I. I I < J FOR OPT. TELEPHONE (OPTIONAL) O� FAN/LIGHT 0 / v TELEVISION (OPTIONAL) — — — — — - UTILPwDR DEN I Ur THERMOSTAT 3'-6"x3-6" A/C I 3 G"x3-6" A/C I I- — — r — — GF.I. M ELECTRIC METER I PAD (SEE MECH.I I PAD (SEE MECH. I L WP 220 V. — — — — — — — — CONTRACTOR 'CONTRACTOR o I _I_ I.17 Aw ELECTRIC PANEL I FOR LOG.) I I FOR LOC.) -•� DISCONNECT SWITCH I— — _ — - l— — _lIt HORIZ. HORIZ. ® SPEAKER (OPTIONAL) MAKE-UP MAKE-UP c /> A/C ROUGH -IN FOR OPT. CEILING FAN LIGHT DIRECT VENT DRYER LIGHT THRU EXT. WALL <, J DISCONN. c/I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ <;7J ROUGH -IN FOR OF. CEILING FAN NOTES- 1. OTES1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED 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 ..... 14° TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV1510N..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, FB.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRE -WIRE MAIN • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED x 0 w DAVIS BEWS T. LO 000 DESIGN GROVP 0 J U-) J co OLDSMAK FLORIDA 39677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 fAi 0ln sm C9 N .- N LN °'oLM O c. :2,5 -0N 3�EOJc0 ro°' " `w: cm ,CJ*f0 6Oocor. CI) MCI0) • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED 0 w O 071, m O z � O 0 ro 0 rr)F� >= J 0Uo � FLOOR ELECTRICAL GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STRFET EAST OLDSMAK FLORIDA 39677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 0 w O 071, m O z � O 0 ro 0 rr)F� >= J 0Uo � FLOOR ELECTRICAL GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • ELECTFfC L < "� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR �@E 220 VOLT OUTLET WALL SWITCH 1.3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE g EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) My TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <1u7 ROUGH -IN FOR OPT. CEILING PAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVISIOK ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM9, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G,F.C.I. PROTECTED 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. LIGHT G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRE -WIRE UPPER FLOOR ELECTRICAL PLAN_ • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED DAVISrob BEWS DESIGN GROUP X m w. 150 STATE STREET FAST OLDSM/ k A.ORMA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C00 J O O -1 co � fA 2 SII 0 _ > > J M ` L 5 L • 00 ti :2 UL. MV 0- O � 0 J m O cc� ZNG0 • JOB NUMBER 26002.253 • CAD FILE NAME LOT 33 TB ISSUED 10-25-16 REVISED 2585---j. • TITLE UPPER FLOOR ELECTRICAL PLAN • SHEET • GARAGE RIGHT � V DAVISrob BEWS DESIGN GROUP 150 STATE STREET FAST OLDSM/ k A.ORMA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 r 2585---j. • TITLE UPPER FLOOR ELECTRICAL PLAN • SHEET • GARAGE RIGHT � V METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, INDEX N D C/O C DRAWINGS R%V I N V SMETAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES W OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. Q 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 0 MAX DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM SHEET SHEET TITLE BEARING CAPACITY 2000 PSF MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF NET STRENGTH OF 2000 U f (PSF) X72 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. CONFORMING TO ASTM C90, W/ A MINIMUM COMPRESSIVE ATTIC WITH LIMITED STORAGE = 20 PSF 1 5/9/2014 , PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF ESTABLISHED BY THE AND FLORIDA DEPARTMENT OF AGRICULTURE A PREFABRICATED WOOD TRUSSES WITH MASTER 2 AND WITH BONUS & MASTER 2 S3 DOWEL PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/$/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS U SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT (+) 19.0 S4 FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/18/2014 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH/o 28 DAYS FORCES.ONLY QINTER OR LOAD BEARING WALLS ARE NOT ALWAYSEXPOSED AL EXPOSED TO UPLIFT FORCES. GARAGE DOORS S4.1 NOTES & CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4' PLUS OR MINUS 1 ,AND HAVE 2 TO 4 AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS + 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM S4.2 p � q ROOF FRAMING PLAN 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL PLEASE COORDINATE AND STRUCTURAL PLANS FOR MORE INFO. 5 5 �✓' a STANDARD DESIGN PRESSURE NOTES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO POSITIONERS IN MIDDLE OF WALL 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" S5 LINTEL PLAN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR MASTER PER BILL YOUNGMAN'S REQUEST WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 140 MPH OR GREATER IS CONSIDERED TO BE IN THE SD 1 FOUNDATION DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF: TRUSS ENGINEER OF RECORD 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 6 SDZ GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS SD3 q GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -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 AIC 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. AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S D4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. O 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: 8 S SD5 TWO STORY DETAILS S R S CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) WEIGHT CLAY TILE ROOF COVER) SD6 TWO STORYDETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT u 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF ST1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: DRAFTING: 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) D UPDATES 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF C -STRUCT: MB OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES =15 PSF NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF NET STRENGTH OF 2000 U f (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) CREATED ELEV. A, B, C AND ELEV A WITH BONUS CONFORMING TO ASTM C90, W/ A MINIMUM COMPRESSIVE ATTIC WITH LIMITED STORAGE = 20 PSF 1 5/9/2014 , PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF LYl (+) 21.2 WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF _ 22.9 -) 28.3 i 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/$/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS U (+) 19.0 (+) 19.0 SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA (-) 20.8 (- 23.9 CREATED ELEV. C W/ BONUS 'TRUSSWAY 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/18/2014 0 19.8 FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE GARAGE DOORS 9'-0" x T-0" TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS (+) 18.4 + 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 5 5 �✓' a STANDARD DESIGN PRESSURE NOTES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #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'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR MASTER PER BILL YOUNGMAN'S REQUEST COURSE AND FOOTING TO, BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 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 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS m PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST W LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -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 AIC CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT O 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, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN � 0- WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) u 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUE ID -LAM INATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED V\VITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR IPRESERVATIVE-TREATED WOOD. 5. ALL LUMBER SPECIFIED (ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS: 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR. WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc (1= 2100 Fc 1= 900 Fc = 900 Fc j = 450 Fv = 285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. A SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W[(3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR, USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2, STRUCT, CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES- E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 •e°• �'�i WIND PRESSURE & SUCTION EFFECTIVE s Q o e.0 W o U f (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) Z ��:� `Z D - VALUE DENOTES SUCTION AREA O O LYl (+) 21.2 (+) 21.2 10 _ 22.9 -) 28.3 i (+) 20.2 (+) 20.2 20 (-) 22.0 (- 26.4 U (+) 19.0 (+) 19.0 50 (-) 20.8 (- 23.9 100 (+) 18.0 (+) 18.0 F- 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 ,, I 5 5 �✓' 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. N LL 0 I � LL W :D J LLI rn M d i e`®rrllll9l/�®®� Uj Z •e°• �'�i e°r�lr y s Q o e.0 W o U f -J '"� u.l Q y: V p .• fir) Z ��:� `Z D oo°roaer000° ®(G��♦ 0 V 8FSgJ LYl U- J zP o i J U i w Z OW Z 0 C6M � �zN s) V Z V 8FSgJ c Z J zP o i z z 1 U c) W it - W M O 0 F- Z W J W U C `I S1 V p c Z O 11 J (7 M Z - O J < W II'� O 1 = 0000 y 04 m W Z - LU �O O u O f'- � 0- u C STRUCTURAL ENG: CFG / BAD DRAFTING: D C -STRUCT: MB ..... .......... -._... j QC CHECK: MRB JOB No. TM - 2153300 U SCALE: AS INDICATED 0 u DATE: 10/26/2016 C D `I S1 0 0 A/C A/C 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/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER —� MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. Z 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. W LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Z RECESSING DOOR SILLS. Q 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N I-- 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) C) 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 USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY LU COMMUNITY & COUNTY CODES. 0 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z_ INSTRUCTIONS. 0 J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 5 m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDCY QO DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED W O 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS LL AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD W ``®1111111111111 W V) FOOTING STEP DOWN AND CORNER INFORMATION. LL SND - `C` N°•ir••tijl� �// LL[ 0 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCEd'•.•• •"•®�� J 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH <C. 6; 'ri 2 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION , = W w p y �3 0 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS �'�; 2 ¢ v• W p FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 00a �••• Q W - PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL •'+••••••••••• • GJ, O SHALLCONTRACTOR CONTACT OUNDATIO PO RFOR V RIICATION OIF FOUNDATION DESIGN. I=- ��✓// * P�0 �� ® m W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O ,�lll ! f 111111, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS = BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 ~ PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO W " DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION, SEE(y) STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND N FOOTING SIZES PENDING DEPTH OF STEMWALL Oj " o FOOTING SCHEDULE a 12 x12 x12 dp w/ #5's EQUALLY SPACED EA. MIN 2 # 5 E.W. W M « T OWAY MIN. 2 HORIZ. CLEARANCE BETWEEN O "= BARS & 3" MIN. COVER TO EDGE OF CONC. d 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 00 BARS & 3" MIN. COVER TO EDGE OF CONC. LLb 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. ZO BARS & 3" MIN, COVER TO EDGE OF CONC. CC 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. U 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. > BARS & 3" MIN. COVER TO EDGE OF CONC. a 32 x32"x12 dp w/ #5's EQUALLY SPACED EA. 7 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. W L BARS & 3" MIN. COVER TO EDGE OF CONC. Z) Z O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. J V r BARS & 3" MIN. COVER TO EDGE OF CONC. W J $ d 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0 N N n 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 Z Z N M BARS & 3" MIN. COVER TO EDGE OF CONC. Q 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O(j 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O Z O F S 9 m a BARS & 3" MIN. COVER TO EDGE OF CONC. Z J V Z h 54 x54"x16" dp w/#5's EQUALLY SPACED EA. O <932g o 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z Z FE F- < y BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. j z O U C y 5O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. WW Z Q Vi a BARS & 3" MIN. COVER TO EDGE OF CONC. I = W I SYMBOLS LEGEND Q 0 w F- LL M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. a W TO TIE BEAM (6'-8" O.C. MAX U.N,O.). W O = ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U TO TIE BEAM. a z 123INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 w O INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. 0- #5 CONT. FT.G TO TIE BEAM. z V Q Z O 0 M 11 J 0 Z 0 M w Z J O OBJ 0 W O 1 _ 0000 N O M m J OZ I— F- W > z w - O — O W la-�� o � cn 0- W ry STRUCTURAL ENG: CFG / BAD (� DRAFTING: H STRUCT MB QC CHECK: MRB Q -- -- F- JOB No. TM -2153300 Z - W SCALE: AS INDICATED 0 U) DATE: 10/26/2016 W FOUNDATION PLAN 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 M 8'-4" lI 4'-4" 4'-0" V 4'-0" V 4'-0" V 4'-0" L 2'-0" 7'-0" 3'-4" V 6'-8" L 5'-2" 1 1'-6" l i 6'-8" � 5'-8" lel .11 T-0" le .41 ao 0 0 io SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. BOTTO. .0'1 O.C.! BETWEEN COLUMN :^ MAIN HOUSE ■ M" luPL� COLUMNO.C. VERTICALLY BETWEEN HOUSEMAIN Illlllhi i�ll,'I,` �lii,l� ElFILLED CELL. ■ ■■ n Tom I PLAN VIEW SECTION VIEW MASONRY COLUMN • 1 11 TIE IN DOWEL PLACEMENT PLAN_ 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) CONT. #5 FROM TIE BEAM TO FOOTING VRY WALL DRCING PER FYP). v ZO 0 N z it o U W U) 1.0W 0 O O z o J_ m W o wr O J Soo co °i� ,, �Y o 'es J • LU I LU CD s -, ° iV p Q Qs �.. z ° • •' "` C) w •°°••••s••• °�� `� P LL 0 fill J J Q Z � I o w • d I I 'Illi U 6 z 0 a z Q c O' cl o � z U w O ��'� d �• : ~ ami Q om' r., y C) S) CJLl- O O Q U) z 0 INN= z z W 7 W 0 '- (6CS M � o 061— z G Qta�V�Zg� � i 0.. z0 a� E U 0,6 uF591 UJI : J O p i3 )�0 W W Q i U) V p z' 0 .1 � � M a z�O : 0�-i OC < w L = 0000 O ' N 1- � w OJ J Z � U i p Q0= 0 0 HCH 3 ) o- STRUCTURAL ENG: CFG / BAD DRAFTING: _ -STRUCT: MB QC CHECK: MRB = JOB No. op TM - 2153300 j SCALE: AS INDICATED _ DATE: 10/26/2016 _ S3 e WF02 WS11 0 0 0 0 UJI SD5 ,,I- It LO rr r U_ e i i� FIRST FLOOR FRAMING PLAN 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. L J ' co Yj 00 o■o J z vrz' Q . J ©:Z� w •. 00• p t) z p Q � o°mooso f�(,, ♦ � 0 �r PR ` o® m LL p ' Cs� 1,{-) O �- U — Z C � O Z Z Ll. (D C.) Fn rz V LU JE r N Z 06 °z vii M as Q -� ! z Nm "9-1 Q Q Z o a� WejE J O ~ � J O O O LL J U) _ 7 LJ Z O M �� M _j z O w �Ca�e 0000 ' N .. IM O _J Z Uj CIC aO 0 / L TRUCTURAL ENG: CFG / BAD RAFTING: -STRUCT: MB C CHECK: MRB )B No. TM 2153300 CALE: AS INDICATED ATE: 10/26/2016 WF02 WS11 0 0 0 0 SD6 SD5 ,,I- It LO rr r U_ ® m J01 IN_ J02 -j �I li J03 I SD6 SIM.- PS03 �i J04 II. SD4 � �I 2x12 #2 SYP LEDGER W/ (5) II J04 1/4"x3-1/2" SIMPSON SDS SCREWS TO THE VERTICAL OF EACH F01 FLOOR TRUSS @ 24" O.C. J04 S1 LD04SIM SD5 SD6 MD03 2x6 #2 SYP CONT. LEDGER TO SD2 COMBO TRUSS UNDER 2nd J04 FLOOR WALL W/ (2) 16d NAILS 1 @ 4" O.C. H2x6 H2 1u� BW4 I F1 r A A H2x8 BW1 -------------- _-__ — I i A F12 H2x8 I HUS26 TRUSS TO LEDGER. (14) 10dx 1-1/�" NAILS TO BW4 LEDGER & (6� 10d NAIL i � TO TRUSS. I BW1 A i 1 _ J U _ LP ILI r r O O r r r r 1' O O O O N N N N O O O O M V O O O LID O LO LID LX) LO O O O O (D O (D O (D h. L~ 00 O O O O O O 0 LL LL LL U_ LL LL LL LL LL LL LL U_ U_ U_ LL LL U_ LL LL LL LL LL Ll LL WS11 SD5 i i� FIRST FLOOR FRAMING PLAN 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. L J ' co Yj 00 o■o J z vrz' Q . J ©:Z� w •. 00• p t) z p Q � o°mooso f�(,, ♦ � 0 �r PR ` o® m LL p ' Cs� 1,{-) O �- U — Z C � O Z Z Ll. (D C.) Fn rz V LU JE r N Z 06 °z vii M as Q -� ! z Nm "9-1 Q Q Z o a� WejE J O ~ � J O O O LL J U) _ 7 LJ Z O M �� M _j z O w �Ca�e 0000 ' N .. IM O _J Z Uj CIC aO 0 / L TRUCTURAL ENG: CFG / BAD RAFTING: -STRUCT: MB C CHECK: MRB )B No. TM 2153300 CALE: AS INDICATED ATE: 10/26/2016 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM E a SPACING SPECIES (pif) NAILING NOTES BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN c L BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. c T a BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN Z) 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 BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. 4. POST/LVL INSTALLED WITHIN BRG: WALL TO BE WITHIN TOP AND BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 2900 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN MTS 12 w/(14)10d x 12' NAILS BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 860 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 7" EMBEDMENT BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN 3640 Ell 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif Mrd. PT. 3 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD, TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24 o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A -1" 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 A (2)2X4 SPF #2 BUILT UP STUD COLUMN B a (3)2X4 SPF #2 BUILT UP STUD COLUMN C a (4)2X4 SPF #2 BUILT UP STUD COLUMN a(2)2X6 SPF #2 BUILT UP STUD COLUMN E a (3)2X6 SPF #2 BUILT UP STUD COLUMN F a (2)2X8 SPF #2 BUILT UP STUD COLUMN NAILING NOTES (3)2X8 SPF #2 BUILT UP STUD COLUMN H (3)2X4 SYP #2 BUILT UP STUD COLUMN 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL (2)2X6 SYP #2 BUILT UP STUD COLUMN K (2)2X8 SYP #2 BUILT UP STUD COLUMN c L 44 SYP #2 POST c M 6x6 SYP #2 POST �N> 8x8 SYP #2 POST P a 3-1/2"x3-1/2" LVL COLUMN. Q a 3-1/2"x5-1/4" LVL COLUMN. B2x10 3-1/2"x7" LVL COLUMN. c S a 3-1/2"x9-1/2" LVL COLUMN, c T a 5-1/4"x5-1/4" LVL COLUMN. c V 5-1/4"x7" LVL COLUMN. c X , 7x7" LVL COLUMN. c Y , 3 1/2" X 11 7/8" LVL COLUMN Z) 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 & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(1 8)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG: WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131"X 22" 10d .148" x 3" 12d .148" x 34' 16d .162" X 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 VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx1Z" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x23' 1 ❑ META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLAT TO POST: SIMP. HTS20 OR LSTA18 J ❑ (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'x24" TAPCONS w/(18)10d x 12" NAILS OR I- H10A 1015 H10A 1340 ❑H10A 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 ❑ HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 (10) 10d NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE (2)HTS20 w/(24)1Od x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE ON MASONRY: SIMP. META16 F (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 6❑ H2.5A w/(1 0)8d FRAME TO FRAME 535 600 (2)1,75"x11.25" LVL MTS 12 w/(14)10d x 12' NAILS NAILS & (18)4'x24" TAPCONS El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 EEMGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 7" EMBEDMENT B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 1-91 HTT4 w/(1 8)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET (10) 10d NAILS 10 (2) 1.75"x16" LVL FRAME TO CMU 6280 6280 NAILS & (18)4"x24" TAPCONS EPDXY MIN. 5" EMBEDMENT ON MASONRY: SIMP. META16 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(1 8 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 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 STRUCTURAL EPDXY MIN. 7" EMBED. CMU DRAFTING: HTT4 w/(18) 16d x 22 NAILS w/$ EPDXY ANCHOR w/SIMP: 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 -STRUCT: (1*)#10x12" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 14' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 a SCALE: HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON AS INDICATED GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 24 W/(6)16d NAILS FRAME TO FRAME 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"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12,d 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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 V 8 W TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x23' H2x10 PLATE TAPCONS or -Ings a� g ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLAT TO POST: SIMP. HTS20 OR LSTA18 J U TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24" TAPCONS Z I- 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ON MASONRY: SIMP. META16 i uJ 2 Z TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS &(18)4'x24" TAPCONS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE ON MASONRY: SIMP. META16 JACKS @ EA. END KINGS @ EA. END TO POST: SIMP. HTS20 OR LSTA18 1 1 TO BEAM: SIMP. HUC410 w/(18)16d & 2 2 (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 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 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 F- ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 O 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) V 8 W 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) Q_ CONNECTOR 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) or -Ings a� g 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) J U 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) I.L. hW 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) Z I- 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) i uJ 2 Z 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) / 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. 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 1/2" 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, 8dRIN 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 ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. COPYRIGHT MCD 2014. The mf0rmatlon c0ntal"C: In t Is ocument Is Wpyrlg to an IS a exc UO VC proper y o 7 1 y , p , p I I I y p Iw- J z w 0 U) W z C) 0 N z O ~ U w W H 0 11111111 i O 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND U 0 V 8 W z ° 06 FLOOR NOTES FOR MORE INFO. NOTES Q_ CONNECTOR L z O 7 z w z � or -Ings a� g ] 1/4"=11-011 Ih; d h d d ; th I t f MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC An use du licati0n or transfer of these documents without the ex reseed written consent of MONTA CONSULTING A. DESIGN OF WMR R. ASSOCIATES LLC is strictl rohibited 06 COPYRIGHT MCD 2014. The mf0rmatlon c0ntal"C: In t Is ocument Is Wpyrlg to an IS a exc UO VC proper y o 7 1 y , p , p I I I y p Iw- J z w 0 U) W z C) 0 N z O ~ U w W H 0 11111111 i O U 0 V 8 W z ° 06 NoM�� i z Q QZ�� I 6 .- z O 7 z w z � or -Ings a� g ] 4..r 06 J U w6usji Jv, Z I.L. hW O Z I- LU O i uJ 2 Z - i W / \ w I�11■111 z 0 11 ] I- M Z I- 0JO ] c Q LLI C 00 1 0000 N 0 _j Z F- Lu ujQ O C- J STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB u QC CHECK: MRB = JOB No. TM - 2153300 a SCALE: AS INDICATED u DATE: 10/26/2016 C 7 S 4.1 00 J08 J09 J10 J11 J11 J10 J09 J08 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C S co W O J LL Uj M O ®..•.....e O 00 O�000 z aC2 LL oo.w� T�•O� O _ #•ep •.®•� ♦fie m LL o ✓ ,k O� Q o 17) W I d M 0 O a z 0z Q 'U ," o , O a CL O O z m O O a W W � z z U w Q06 Wzd U)(D a_ ; ° z z 8H zc Jz G U) QF-Mig l -C j8o CJW U w6I�� LL -J LL z o O LU 1— O U z Q W A/ LL O = U U.�..� z ��II Jf�1 EXTERIOR FRAME WALL STANDARD 2ND FLOOR FRAMING SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES NOTES: WALL HEIGHT LU SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX Q 9'-4" 2x4 SPF #1/#2 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 12" O.C. MAX 0 10'-0" 2x4 SYP #1 12" O.C. MAX WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTORTO REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS FOLLOW THE DETAILS INDICATED BELOW' H M NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN OPENING SITTING ON MASONRY- WS06 5D5 (STRAPS W REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 0 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1%#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO SHEATHING IS NOT CONTINUOUS) FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS O SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z F- SHEATHING IS NOT CONTINUOUS) 0 N ~ 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z a - W z O N U W 0 w U O N D ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C S co W O J LL Uj M O ®..•.....e O 00 O�000 z aC2 LL oo.w� T�•O� O _ #•ep •.®•� ♦fie m LL o ✓ ,k O� Q o 17) W I d M 0 O a z 0z Q 'U ," o , O a CL O O z m O O a W W � z z U w Q06 Wzd U)(D a_ ; ° z z 8H zc Jz G U) QF-Mig l -C j8o CJW U w6I�� LL -J LL z o O LU 1— O U z Q W A/ LL O = U U.�..� z ��II Jf�1 EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 9'-4" 2x4 SPF #1/#2 12" O.C. MAX 12" O.C. MAX O 10'-0" 2x4 SYP #1 12" O.C. MAX 8" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE M NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE 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 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C S co W O J LL Uj M O ®..•.....e O 00 O�000 z aC2 LL oo.w� T�•O� O _ #•ep •.®•� ♦fie m LL o ✓ ,k O� Q o 17) W I d M 0 O a z 0z Q 'U ," o , O a CL O O z m O O a W W � z z U w Q06 Wzd U)(D a_ ; ° z z 8H zc Jz G U) QF-Mig l -C j8o CJW U w6I�� LL -J LL z o O LU 1— O U z Q W A/ LL O = U U.�..� z ��II Jf�1 W w Z STRUCTURAL ENG: CFG / BAD O DRAFTING: I- -STRUCT: MB QC CHECK: MRB Q - - I- JOB No. TM -2153300 z - 1.-- ROOF FRAMING PLAN o SCALE. AS INDICATED - 1 -.1.... U) DATE: 10/26/2016 W 1/4"= 1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. %l V (n\ Z Q Z O O ❑ z 0 M w z J 0 O —i F- � 0 W z W 0 O N o�0WZ LU <O= 0 W F- `' FFn - F- LU U) �- W w Z STRUCTURAL ENG: CFG / BAD O DRAFTING: I- -STRUCT: MB QC CHECK: MRB Q - - I- JOB No. TM -2153300 z - 1.-- ROOF FRAMING PLAN o SCALE. AS INDICATED - 1 -.1.... U) DATE: 10/26/2016 W 1/4"= 1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST"U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS AL SHEAR WALL Q J a LU CL 2 CD w z O Q CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' °e ° 'e° d ° °' +�A° .° A ° I BOTTOM STEEL IN LINTEL IF �� a Q w BO C/) INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 a ° 44 ROUGH OPENING PER PLAN ol - 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 a STD. 90 DEGREE ANGLE 3000 psi I CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE �. MD08 FOR LAP INFO. ROUT Itl GRADE 40 I 4 _ y e 1.° a e � c 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE �. MD08 FOR LAP INFO. ROUT ° j 4 d• .� GRADE 40 GRADE 60 _ y 4 e � c BEND 0 LENGTH LAP SPLICE STRUCTURAL ENG: CFG / BAD ��A" 111311 VIC,1 -SHEAR WALL T OPENING "B" ' TYPI AL SHEAR WALL SEGMENT 17/8 a• 7 15 21/4 41/4 91/4 a e. #4 TRANSOM OPENING 14 91/2 ° j 4 1 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-10" d• .� GRADE 40 GRADE 60 _ BEND 0 LENGTH e � c BEND 0 1 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-10" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE STRUCTURAL ENG: CFG / BAD ��A" 111311 VIC,1 LINTEL PER PLAN •. ' "A" "B" .,C., "D11 #3 17/8 a• 7 15 21/4 41/4 91/4 18 #4 TRANSOM OPENING 5 5/8 91/2 20 3 55/8 121/2 FRAME INFILL AROUND, #5 31/8 7 113/4 25 33/4 ' WINDOW BY BUILDER 30 #6 33/4 81/16 SEE DOWEL PLAN FOR 30 41/2 81/16 SEE WF01/SD1 FOR 36 #7 43/8 9 13/16116 FILLED CELL INFO. 35 51/4 913/16 MORE INFO 42 ' ` MIN. (1) IS REQ'D ON L7 D08 REBAR SPLICE DETAIL EITHER SIDE U.N.O. S5 NA ti (2) 2X8 SYP#2 P.T. HEADER ------------------------------------- :.;. TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HIU28-2 DOOR OR WINDOW OPENING r HANGER @ EA. END. W/ MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 Od NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) °. tl d 4 a` GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE STRUCTURAL ENG: CFG / BAD ��A" 111311 VIC,1 "D" "A" "B" .,C., "D11 #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 7 113/4 25 33/4 7 .151/2 30 #6 33/4 81/16 14 30 41/2 81/16 18 1/2 36 #7 43/8 9 13/16116 1/2 35 51/4 913/16 21 3/4 42 PROVIDE CLEAN OUT OPENING @ G FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 6'-4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES o ;LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32 -10B] 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069/3069 6113/6113 8974/8974 _ 10000 / 10000 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Q - 2'-2" 1783 3069/3069 6113 / 5163 _8974 / 8054 10000 / 10000 ( ) _ F- 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 T-2" 1217 2165/1969 6113/2931 8672/4576 10000 / 6224 w _ 8 BEARING EA. END 0 T-4" 1006 1663/1349 5365/1999 7342 / 3123 10000/4249 -- 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN LU 4'-0" 860 1651 /1349 5365 / 1999 7342/3123 10000 / 4249 W 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825 / 4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991/991 2661 /2143 5681 / 2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N �. T-0" 41_6_ 752/699 1843/1625 3486/ 2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS Z n 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/ 2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS (� 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 CO 10'-8" 277 492/352 _ 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Q _ 11'-2" 255 471 /352 1075/1075 1838/1567 2883 /_2003 _12'-0" 239 418/297 1075/1045 1838 / 1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 1361 --- — 2630/ 1738 O 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 - 1660/0 2439/0 O Z 16'-0" 0 284/0 950/0 1379/0 1997/0 - --- _ 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS 5 > 18'-8" 0 142/0 598/0 _ 1114/0 1468 /0 1. ft PRECAST LINTELS = 3500 PSL Q � 20'-0" 0 180/0 598/0 _ 1024/0 1441/0 2. fC PRESTRESSED LINTELS = 6000 psi. _ 20'-8" 0 145/0 550/0 -- 981 / 0 _i � 1376 / 0 � — 110 -- - 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. _ 22'-8" 0 110/0 450'/ 0 824/0 1147 / 0 RECESSED LINTELS -FILLED _-� 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �i0'1B01t1//�/0 STRENGTH = 1900 PSI. �` �' W CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22.1 B/8R22-OB �* 0000. STRAND PER ASTM A416 GRADE , ``.j4 •'��J%�i�i W 2'-4 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60 PRESTRESSING . ��j ,� ,® W00 2'_g" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A51 0. gi LL �°.•L ® J Zo 3'-0" 1230/1230 2769/2769 4085/4085 cf 3 co O og j 2 - T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE " Fc_ ¢ o 4'-4" 846/833 2121 / 1716 3127/2839 _ p F =FILLED WITH GROUT / '. ' �C? ` � W 5'-4" 664/572 1761/1761 2595/2595 LINTEL •, 0 ®` Z 6�_4" 526 / 434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ••60 j9++• .• ® Q _. 7'_4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �[ P �a`r� O g _q 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY ,®�� /!f 1011�� m LL 8F16-1B/1T O 6 8F8-1 B/1 T �` QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT _ H �° 8F16-1B/1T NOMINAL WIDTH O 0 8RF14-oB/1T TYPE DESIGNATION J� w,.. Tt O 8F16-0B/1T 1-1/2" CLEAR 4 Ur��.." 6 O 8F20-1B/1T J Z t ....0 z ,. _ EBAR AT TOP MIN. (1) REQ'D M _ 0 O 8F20-OB/1T Q ¢ U. = Zar w + 0 8RF22-1B/1T 00 2 UT O �If OZ EBAR AT BOTTOM OFLINTEL Q U 8F24-1B/1T r TY 0 ,�—�� BOTTOM REINFORCING PROVIDED O Q $RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) c z O 8" NOMINAL WIDTH Z 8F24-0B/1T O O FILLED N 8RF30-1B/1T � O 8F32-1B/1T 1-1/2" CLEAR a� L O 8RF30-06/1T j z 4 . #5 REBAR AT TOP MIN. (1) REQ'D 0 Z O 8F32 -0B/1T Q Q C.M.U. U = z zi O 8F38 -1 B/1T °��,° Ln z D N 0 M u 8F12-1B/1T r z Q 06 F-Z� W m U < Q .ejd. BOTTOM REINFORCING PROVIDED w (D U is � O SF40 -OB/1T �` O Z or -0 7-5/8" ACTUAL IN LINTEL (VARIES) Z ^ J t/�1 Z 8 NOMINAL WIDTH O L.L Q Ow 8F8 -OB/1 T O UNFILLED o w O a z N l W E J 0 a: X SAFE LOAD TABLE NOTES � z j 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS• FOR UNFILLED = J �— O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J RECESSED LINTELS BASED ON 4" NOMINAL BEARING. W 2. 0 = NOT RATED. Q W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < LLI 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. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. ? 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY w w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF � SUPPORT. CL 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. (D 0 0 Q Z O (� 0 � M Z M, LU z � 0 0 _j z 0�—COW 0 LINTEL PLAN 2 N 'S CO 1- LU --- oU .J 0 O ........_. SCALE: 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. °. tl d 4 a` #3=2Y2" w w ° = 2 Y2�� #4 - STRUCTURAL ENG: CFG / BAD .• U • .. 4• (,i U ° 4 tl #5 = 2 Y2" (~j DRAFTING:........_ Vf LM 4 ay _ Yn STR UCiT: MB - tl d • tl 4<' J QC CHECK: MRB .a 4 ..B.. i- JOB No. TM - 2153300 Z - W SCALE: AS INDICATED - - ..._._ .-...--- LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK w DATE: 10/26/2016 L7 D08 REBAR SPLICE DETAIL I— S5 SCALE: 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. (1) #5 FROM FTG, TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER Lij TIE BEAM SPLICE TO TIE BEAM SPLICE T'O1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q _ BE MIN. 25" GROUT I'� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID - REQ'D BELOW MASONRY WALL w I. MASONRY WALL �I CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" MIN 4" I J SEE PLAN I� SEE PLAN FOUNDATION PLAN COVER TYP: 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" I Q - - -- - - - FOUNDATION PLAN CONC, SLAB PER �- CONCRETE SLAB PER CONCRETE SLAB PER II z CONCRETE SLAB PER w FOUNDATION PLAN w FOUNDATION PLAN _Ila FOUNDATION PLAN Q FOUNDATION PLAN Q Z z Of 2x PT SILL PLATE 2x P.T. SILL PLATELU ❑ I. VARIES > w a W d w W e . ° SEE PLAN I Uj co a. — ; III -.,1 1—.- I 1 -mo -i` -•d ^ <• II a "._ e .. N ze . I 4 " OJ d° 0p GRADE z w _45aGRADE Iy ° w � --- - - .Zz, Za I�- a .. _ o F- — — °a ...til a - ; U o 11 L._....... — !: _:_- _mm_._ -_. _._..._:: _-.. -I I L_.- ___ - - --1' –I� — I II � L IIL....._� II, _ Qo _� — �_: -- – — {..,-III--IIL I! Ili III.. I1I _--III —1 —1II-- II1= 1II III ;. p III=1 I _ M I 1 I f M > III —III I..I �._. a I I .. 11—I I I III I I I� I = w }-- (2) #5 BARS CONT. j I = = I I- _ I— _ (2) #5 BARS CONT. ! I ' CLEAN COMPACTED 16" W 8" 8" W/ 3" COVER TYP. I l d I W/ 3" COVER TYP. `. ° > LU 3 C V R CLEAN COMPACTED 3' CdVER FILL @ 95 /° STANDARD CLEAN COMPACTED 0 (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD U COVER TYP.; AT 8' 8 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O DENSITY 1 _411 DENSITY `' DENSITY DENSITY U lop (2) #5 BARS CONT. w/ 3' 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 O COVER TYP:; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D &FTG TO DENSITY BE 20" WIDE m W 0 FO TYPICAL EXTERIOR FOOTING AF02)ITYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING `a`eee`°®oai* 'o'�' � ��,Uj 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0„ 3/4"=1'-0" 3/4"=1'-0' �� a�rs+�es•oe®•••��A-�i' d OPT. MASONRY CURB Z O •Z� LL O Z93 _j Z @ ELEV. 0'-0" w/ (1) #5 • _• VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ,U Q ct• Q ; Q 6 CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS W tC ;`> z D:O�` ❑ .t. 4 II SLOPED GROUT TO w T ••• • �`� Z Q OPTIONAL CURB BY :a° 'v MASONRY WALL is ••••..' . •'� ®� O Q DRAIN BUILDER MIN. 24" BEFORE I„ I e �A M SEE PLAN W,, �is�i * P ®ee m O II I = //lllllll,LL z CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP I g CONC. SLAB PER FOUNDATION PLAN I'` CONC. SLAB PER (1) #5 FROM FTG. TO (- SLAB w/ (1) #5 CONT. e v' I „ SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" 8 a #5 CONT. PER MFG SPLICE GROUT CELL Q FOUNDATION PLAN w/ 3" COVER TYP. I ie I �'a cL � W , . .. , „ . GRADE �- a° e e e .. a FOUNDATION PLAN EINFORCEMENT EE ° SOLID PER S � \ w ° > OLI R PLAN - , V ° I F— 1 I Fl F FOR QUANTITY 'S �✓ ° o - a wo e � a.. I — 00 ;, - ° 4,� � � �'�ll � � � ,rte W n� �A � wr � - • a � ae W ° a II _ �_I _�--:I_I � I . A » ,x �., :, cn •,r � � :� �� :..1, ;, ''' �, THRESHOLD PER MFG � e . p . #5 x 25 x 25 CORNER 7 J O BAR, ONE FOR EA. - m -- :- _ — as HORIZONTAL CONC. SLAB PER U _-.. _ — o Q — — DIL { ° ! s e _ III _I—III— W —11– �- C7 .� � ....� :J°... � 4� -a ° _— ....._....::. � "'' .:, . .°I REBAR, TYP. U.N.O. FOUNDATION PLAN � I I �._-_._ ... —� U . � I- - 1 w a- , ° .� I _..__ I a. i r ^x�' u ° ° M _.. ...... ._ - .-- -- L I— Z .-.. y.,W ....__. .. - A... _ _ IIS I a III �I__ IiI I ! I ,I Q p 1 — Q ._) (2) #5 BARS CONT. r, °L a ( I I I III III w_ �. _ I J - _ .. > ( _� _ — (2) #5 CONT. w/ 3' 2 -STORY CONDITION W O '. W � e , . .._,. �.- _IL_-_ I L�I I_ SLOPE W/ 3 COVER TYP. @ 1' 4' � � c� ,..ILL- -- -- PER MFG ', r ( ) III"I +E (2) #5 BARS CONT. COVER07YP w/ 3 I_. I -16 MIN---m-n -I COVER TYP. w/ SLOPE EXT. SURFACE 3 #5 FOOTING 20 Q H i, �V 0 III III III 2 #5 BE S „ WIDE FOO ING z U W/ 3" COVER TYP. CLEAN COMPACTED MIN. B LAP SPLICE OR GRADE 1/4 PER CLEAN COMPACTED U �ytiti" WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING OOD NGAY FROM O 4 FILL @ 95% STANDARD U- C7 DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT Z FILLER O a AFO FOOTING @ SHOWER AT MASONRY F08 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL fiFl�FOOTING AT INTERIOR BEARING WITH CMU o X 3/4"=1'-0" 3/4"=1'-0,, 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" a- Ld «1 #5 CONTINUOUS INTERIOR FINISH PER J ® FILLED CELL PER PLAN WOOD POST PER PLAN ARCHS ON EA. SIDE OF 0 ej FOR SIZE AND BASE #4 BAR @ 48" O.C. W/ WALL &)- CONNECTION Sg 4„ MIN. 32' BEND INTO 2 1/4 W pi ------- SLAB ❑_ TOP COURSE TO BIE Q Q � GARAGE CHAIR BLOCKS. CONCRETE SLAB SEE U' PLAN P.T. BOTTOM PLATE LL z -----� ENTIRE BASE TO BE Z FILLED SOLID z0 F_ TOP VIEW CORNER SEE ELEVATION SEE PLAN FOR STAIR O v INFO. IF CONCRETE Q CMU BASE w/ (1) #5 - '�'- " ^� ��: ,°. STAIRS ARE FORMED & CONC. SLAB PER GARAGE WALL VERTICAL @ EACH �"'° ° < A II . POURED, PROVIDE (1) w U cc FOUNDATION PLAN CORNER. SEE FLR. I, ,V --III IN I „u e #5 @ EACH STEP (MIN _17 Q �� BEYOND PLAN FOR BASE SIZE (3) #5 CONT. W/ 3" MIN '` I' g 1-1/2" COVER) F- F- o COVER ON CHAIRS L:: L • O Lu III ° DRIVEWAY BY SEE FOUNDATION FOR I -- I "' j I e W BUILDER- CONCRETE I �- I m1 I PAD SIZE �- w I �" d° � L .�. .� � � .�, .�. 4, M OR PAVERS I II w w I .. — d, Z w 0 LU O e • _. A e.. �;a f CONC. SLAB OR7 1 i o LU UPLIFT CONNECTORS f PAVERS PER PLAN I I I III -i lLL w SUCH AS SP's, H s, AND I III—I O U) _ _ O OTS ARE i Al k I I_ -__I I I'_ CLEAN COMPACTED ° 1 I ANCH R BOLT l I .i_i..mT- i i i I l i i `I`I I I I°° — NOT REQ'D ON WALLS 2'-0" Q — I FILL @ 95% STANDARD _..._ : __ I `., I NOT EXPOSED TO DENSITY I, ., .., ^ Z „ 8 x 8 THICKENED r� 1.,,�,.^...i .,� UPLIFT FORCES. CLEAN COMPACTED g" 3 COVER TYP. CLEAN COMPACTED SHEARWALLS FILL @ 95% STANDARD U) EDGE w/ (1) #5 CONT. o 1�':. - REQUIRE ANCHOR DENSITY & TERMITE p FILL @ 95 /o STANDARD I :_-7II__ TREATED a DENSITY BOLTS PER PLAN. fiF1'�THICKENED EDGE @ GARAGE DOOR *Fl�FOOTING @ ENTRY MASONRY COLUMN F23 DEEP MONO INTERIOR STEP DOWN NOT USED z U 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O Z 0 11 TOP (2) #5 x 4'-0" z M CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION _ Z -� ° 1 ❑ -- Q W 8„ CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE ,. Fa _ ,.. Q , FINISH PER ELEV. CENTERED AT PIPE (� 1 CONC. SLAB PER PENETRATION III. ;. LI -1 I 0 to 0 FOUNDATION PLAN 8' C.M.U. FINISH PER FINISH FLOOR ELEV. I � _,.- (.:..::III N FINISH FLOOR I I I �.... J Z PENETRATING LU W PIPE PENETRATING PIPE I - �— W U Q ... GRADE SEE FDN. III:�I�D Qo= • , e PLAN FOR LOOP TIE (TYP.) •" .. I- � 0 H h- _ o r � w ._ SIZE & REINF. W III III 1-= I III f 1= — — PIPE PERPENDICULAR TO FND — ,— cy, g F� { .},,.- – TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I — I I-- FOOTING PER PLAN M z �„ .::III. _ = I== I._I I L..:.. CENTERED AT PIPE _.._.:.-.__ STRUCTURAL ENG CFG /BAD DIAMETER TO BE 2 - III—) I 1—III- `0 PENETRATION PVC OR SCH40 SLEEVE U DRAFTING: PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I �: I =- I I III =- ❑ THAN THE FILL @ 95% STANDARD - (III _.".: ,...SEE FDNPLANIT_ I i j l I { I.. � PENETRATING PIPE ( ) I.....I ° � sTK: MB SIDE VIEW DENSITY —— .FOR SIZE PVC SLEEVE __ & REINF. I -..__I Q CIC CHECK. MRB (FRONT VIEW) I': I I ._.._� I -- 33 Z .JOB Na TM 2153300 - -- LI SCALE: AS INDICATED PIPE VERTICAL THRU FDN I w DATE: 10/26/2016 I NOT USED — OF1'�TYPICAL FOUNDATION PENETRATIONS _ 3/4"=1'-0" PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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 -0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIt ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD"- O/C TUD:O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. ENC ON BASE PLA1 TOP KNOCK 0 COURSE W/ (1 CONT. fiFl KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL ARCH PER ELEV If 2x6x12 P.T. CENTER SEE PLAN FOI BUCK PROVIDE STANDARD 3/8" DIA. ANCHOR 3/16" x 3" CENTERED U) HOOK THREADED RO STRUCTURAL PLAN / BEARIN, d. W SCHEDULE. OI` z REQUIRED WH '/16" OSB W/ (2) 8d dj GARAGE WALL SCHEDULE. MII BEYOND FROM END OF rr ,, MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE (1) #5 IN TIE BEAM WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O C 5-1/2" EMBED. AT EA. (1) #5 BAR IN PRECAST DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. d ' LINTEL WALL SCHEDI THICK WASHER W/ EA. IF OPENING PROVIDED 4� (2) #5's VERTICAL IN BE 8" MAX. ABV. CURB, w REST EQ. SPACED GROUT FILLED CELL o ROOFING MATERIAL ' N,III,, PrP CY) U W Vi ll z OU W N SEE FRAMING PLAN � WALL w/ STUDS @ 16' W- z O z{ , �� .. •� �� .. ENTIRE COLUMN TO O.C. w/ STRUCTURAL 0 W BE GROUT FILLED W v o _. SEE ELEVATION SHEATHING FROM U.N.O. � F � TOP OF MASONRY z O 44 (1) #5 VERTICAL IN TOP OF WALL TO M SEE ARCH PLANS FOR - o GROUT FILLED CELL (IF BOTTOM OF WALL. w w ,�. .� AN REQ'D PER PLAN) c F ATTACHED PER NAILING SCHEDULE I 4 ° d C '' `' C 0 LU NOTE: SEE MD08 ON U FOR O.H. 'd. OTHERWISE SP2 CLIPS z TYP. SINGLE TIE -BEAM LINTEL PLAN FOR AT TOP AND SP1 CLIPS 0 : f, _ ADDIT'L REBAR INFO d:. AT BASE ARE REQ'D WO DO a VERTICAL REINFORCEMENT DETAIL �lC 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 -0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIt ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD"- O/C TUD:O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. ENC ON BASE PLA1 TOP KNOCK 0 COURSE W/ (1 CONT. fiFl KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL ARCH PER ELEV If 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR 3/16" x 3" CENTERED STRUCTURAL J J THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. OI` z REQUIRED WH '/16" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O C 5-1/2" EMBED. AT EA. Q DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. IF OPENING PROVIDED ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, PLAN, 24" O.C. MAX REST EQ. SPACED (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. 11" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR -1" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. —24 O.C.)PT BASE PLATE - OTHERWISE. DDA BEARING/ SHEARWALL CONNECTION TO CMU LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN --'--- 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL ,� 9EE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) '.x W/ (2) 16d TOE NAILS EACH 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 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 !x4 SPF CONT. MIN. 2x4 SPF #2 KNEE -' WALL WITH STUDS @ 16" O.C. W/(2) TAPCONS 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 3/16" x 3" 3LOCKING ATTACH TO STRUCTURAL J J FOR BEAM SIZE STRUCTURAL 3/16" x 3" SHEATHING ON BOTH J z SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF _ 0 U-5 rz SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE Q FOR BEAM SIZE (ONLY NAILING SCHEDULE 70 SIDE & TOP NAILER OTHERWISE SP2 CUPS �x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FO - KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF - f SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS -- TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS �B01A/C IN TRUSSES MIN. 24" MAX 48" 3/4"=1'-0" 12 SEE PLAN ` PRE -CAST LINTEL PER W PLAN l-- (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 2x6 J J " 2x8 3/16" x 3" 12" O.C. 2 W FASTEN PT 2x NAILER 0 TO MASONRY NOTES: W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, IX FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16"' O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. O 3. ADDITIONAL 2 Y .x WOOD BUCK MATERIAL MAY ADDED TO EXISTING 2x U BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" w O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME O (1) 2x OR (2) 2x BUCK OPENING 1F WINDOW MANUFACTURER AND PLAN REQUIREMENTS LO Uj TBD BY BUILDER(FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D SPECS z m W 0 ®�wlil�ll1/9/x'0 NN ce) LL SHEATHING PER PLAN STRUCTURAL SHEATHING CO6 Z = z TYP. TRUSS TO FRAME O_ CONNECTION PER TYP. TRUSS TO FRAME V �� D U STD. CONNECTOR CONNECTION PER Dj Q NOTES STD. CONNECTOR d,S., a ;. ' %-,> z FRAME OUT TO BLOCK NOTES 6O"+40 ® 00 !G C: W EDGE AS REQ'D EDGE FRAME OUT TO BLOCK r'/0� 111P11►0 `` Z m O 1/2" x 8" ANCHOR BOLT --� (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM PLATE PRECAST LINTEL OR KNOCKOUT COURSE MASONRY WALL J�a_ BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM A/C UNIT AND PAN y BY SUPPLIER MIN. 24" 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 O LU ry � J J U J z Q _ 0 U-5 rz (2) 2x TOP PLATE H J 0� QW (2) 2x #2 SYP SEE PLAN 06 W O Q FOR BEAM SIZE (ONLY U) ° O J J PRE-ENG.TRUSS PER IF OPENING PROVIDED W H PLAN, 24" O.C. MAX PER PLAN) o ROOFING MATERIAL ' N,III,, PrP CY) U W Vi ll z OU W N SEE FRAMING PLAN � WALL w/ STUDS @ 16' W- z O z{ W FASTEN PT 2x NAILER 0 TO MASONRY NOTES: W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, IX FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16"' O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. O 3. ADDITIONAL 2 Y .x WOOD BUCK MATERIAL MAY ADDED TO EXISTING 2x U BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" w O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME O (1) 2x OR (2) 2x BUCK OPENING 1F WINDOW MANUFACTURER AND PLAN REQUIREMENTS LO Uj TBD BY BUILDER(FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D SPECS z m W 0 ®�wlil�ll1/9/x'0 NN ce) LL SHEATHING PER PLAN STRUCTURAL SHEATHING CO6 Z = z TYP. TRUSS TO FRAME O_ CONNECTION PER TYP. TRUSS TO FRAME V �� D U STD. CONNECTOR CONNECTION PER Dj Q NOTES STD. CONNECTOR d,S., a ;. ' %-,> z FRAME OUT TO BLOCK NOTES 6O"+40 ® 00 !G C: W EDGE AS REQ'D EDGE FRAME OUT TO BLOCK r'/0� 111P11►0 `` Z m O 1/2" x 8" ANCHOR BOLT --� (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM PLATE PRECAST LINTEL OR KNOCKOUT COURSE MASONRY WALL J�a_ BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM A/C UNIT AND PAN y BY SUPPLIER MIN. 24" 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 O KNEEWALL OVER MASONRY WALL o Now = 3/4"=1'-0" O LU ry � J J U J z Q _ 0 U-5 rz (2) 2x TOP PLATE H 0� QW (2) 2x #2 SYP SEE PLAN 06 W O Q FOR BEAM SIZE (ONLY U) ° O J J PRE-ENG.TRUSS PER IF OPENING PROVIDED W (0 v PLAN, 24" O.C. MAX PER PLAN) o ROOFING MATERIAL ' N,III,, PrP CY) U W Vi ll MIN. 2x4 SPF #2 KNEE OU W N SEE FRAMING PLAN � WALL w/ STUDS @ 16' W- z O z{ , O.C. w/ STRUCTURAL 0 W Ol v o _. SEE ELEVATION SHEATHING FROM z TOP OF MASONRY z O LLJ W TOP OF WALL TO M SEE ARCH PLANS FOR - o BOTTOM OF WALL. w w `=-CID ATTACHED PER NAILING SCHEDULE C '' `' _ 0 LU U FOR O.H. 'd. OTHERWISE SP2 CLIPS z TYP. SINGLE TIE -BEAM d 2 AT TOP AND SP1 CLIPS 0 W/ (1) #5 CONT. d:. AT BASE ARE REQ'D WO z O V O Z O KNEEWALL OVER MASONRY WALL o Now = 3/4"=1'-0" a LU ry � r vJ U J z _ 0 U-5 rz 0� QW 06 W O Q z�"$ 10 ° J J PRE-ENG.TRUSS PER 1— Q (0 v PLAN, 24" O.C. MAX 0 ROOFING MATERIAL p w W U W Vi ll PER ARCHS H W SEE FRAMING PLAN � J F W- z O FOR CONNECTION � INFO W Ill v SEE ELEVATION Z F- TOP OF MASONRY O LLJ W SEE ARCH PLANS FOR W = OVERHANG INFO 0 Q z RE. ELEV. 0 LU FOR O.H. p TYP. SINGLE TIE -BEAM d 2 W/ (1) #5 CONT. GROUT SOLID z V O a Z 2x STUDS 16" O.C. FOR KNEE WALL PRE -MANUFACTURED w OJ 0 11 A @ FLUE PER MANUF. EE p F- M CHIMNEY CAP SPECS W/ 2" MIN, Q> z C7 4N4NDOW PER M CLEAR BETWEEN FLUE S Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN F TOP OF CHIMNEY MIN. W Z — 0 ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT &FRAME 0 J WITHIN 10'-0" OF THE GALVANIZED FLASHINGEXT. SHEATHING SHEATHING Lu CONT: ROOF SHEATHING NAIL PER PLAN NEAREST ROOF PRECAST CONC. OR z II 0 Q � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH ENDp (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL W 0 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS _ 0 00 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS / %` " DOUBLE TOP PLATE � N BELOW AND CONNECT w/ HTS2032" OC. / m @ . 2x4 FRAMED CRICKET �� , EXT FINISH PER PLAN O � J / 2x4 VERTICAL @ 24" 0 Z /, W/ GALVANIZED F- 0 W E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW / O.C. MAX. w/ (4) 110d FLASHING J LL NAILS TO BOTTOM * + w U CHORD & 3 10d NAILS 0 H A O ��., Q0= 2x PLATES OVER ROOF DECK PER VALLEY, K TO TOP CHORD; NOTE FRAMING DETAIL / IF WALL HEIGHT IS0 / (4) 46d COMMONS. ' ELEV 0'-0" MAIN FLOOR � O � � BETWEEN 4FT & 8FT, U) � / B DOUBLE TOP PLATE + + NAILED @EACH END CONC. SLAB - / USE 2x6 SYP #2 STUDS * VERT REINF. BEYOND W SEE FOUNDATION STRUCTURAL ENG: CFG / BAD SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO �_i I L InI DRAFTING: H RAFTER / * 16d COMMONS END * NAILED TO VERTICAL 2x4 BLOCKING VW/ (2) I= - MASONRY WALL PER I--STRUCT: MB COMMON TRUSS PER PLAN OR CONY. FRAMING w/ / �/ E 16d COMMONS END * 2x4's PLAN - STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL Q QC CHECK: MRB FINISH PER ARCHSFIN 2x4's * + SEE FOUNDATION F= JOB No TM- 2153300 �+ + TRUSS PER PLAN DETAILS FOR FTG INFO z -- _ -_- CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 �/ G LU SCALE: AS INDICATED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED W DATE: 10/26/2016 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SQ TYPICAL ONE STORY CMU WALL SECTION „_ ,_ , NOTE ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" D 2 1/4 1 0 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighfied and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SIMPSON I•I lv, 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 FRAME WALL CONNECTION SIMPSON HGA10 @ 48" CONTRACTOR TO FIELD VERIFY WHICH O.C. NOTE: ALL GABLE OUTLOOKER (MAX. BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON TRANSITION FROM FOR ADDITIONAL INFO AS REQ'D VALLEY. FASTEN w/ (5) BAYS @ EA. DIAG, AS SHOWN. FASTEN ROOF WALL TO GABLE SIMPSON A23 @ EACH A35 DIAGONAL TO TRUSS SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH DOUBLE 2x TOP PLATE CHART BRACE TO PLATE FASTEN SIDE WALL 2x6 RAFTER TO 2x8 LU SHEATHING PER PLAN. FASTEN ROOF RIDGE BOARD W/ A35 3 1/4" HOLD (5) 16d NAILS BRACE ON (1) SIDE OF TO BLOCKING EXT. SHEATHING; RAFTER & A35 ON ADJ PT 2x8 PLT., CANT. FOR ATTACH PER PLAN Wj RAFTER TO OPP SIDE FRAME WALL CONNECTION GABLE END @ FLAT CEILING CONNECTIONS 2x8 RIDGE BOARD CONTRACTOR TO FIELD VERIFY WHICH 2x4 BLOCKING @ EA. — @ 48 O.C. TO 3RD OUTLOOKER (MAX. ROOF SHEATHING PER CONDITION IS REQUIRED. CONTACT EOR PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON END NAILS EA. END FOR ADDITIONAL INFO AS REQ'D VALLEY. FASTEN w/ (5) BAYS @ EA. DIAG, AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. SIMPSON A23 @ EACH A35 DIAGONAL TO BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EACH END (TYP.) CHART BRACE TO PLATE TRUSS BOT. CHORD 2x6 RAFTER TO 2x8 LU W/ (2) 12d END NAILS FASTEN ROOF RIDGE BOARD W/ A35 3 1/4" HOLD 2x4 SYP #2 BLOCKING, 1/2" J -BOLTS w/ ON (1) SIDE OF SEE CHART PROVIDE 2x4 BRACE RAFTER & A35 ON ADJ PT 2x8 PLT., CANT. FOR SEE PLAN FOR Wj RAFTER TO OPP SIDE WASHERS (MIN. 7" END NAILS @ EACH DOUBLE TOP PLATE (AS SHOWN) BLOCKS w/8d NAILS CLG. NAILING SURFACE 2x6'5 @ 24" O.C. MAX. O• STRONGBACK IF REQ'D EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ PLAN PER CHART 2x6 (MIN.) PLATE THRU J 2x WALL, SEE PLAN SHEATHING PER PLAN EXTERIOR SHEATHING. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM —' — _ _ — _ W ATTACH PER PLAN TRUSS BELOW 2x4 DIAGONAL BRACE ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC FASTEN CONY. 2x MAX. ATTACHMENT w/ (3) 10d VALLEY RAFTER FROM EAVES r FRAMING (OR PRE -ENG J VALLEY TRUSSES) TO Z 2x PLATE WITH TOENAILS EA. END, SHEATHING FASTEN FASTEN TO DIAG.w/ U 45° PROVIDE 16d NAILS 16d NAILS. LU = - � �-, GABLE END TRUSS TOLL_ M 2x TOP PLATE TO PLT.@12" O.C. MAX. °. X v GABLE END W/ 16d o E O.H. IS > 1'-0", co Z 0 4 o m NAILS �I @ 6" O.C. 11 CMU WALL OR LINTEL ) a. HGA10KT @ 32" O.G. FRAMING FOR FALSE LL L BEAM, IF REQ'D w/ (3) BELOW 0 10d NAILS @ EA. TRUSS z 0 W J ) � Q BRACE 0 RUN BACK TO O O LO TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 1 N #5 CONT. SINGLE BASE & TOP DMMON TRUSS N > O J Z PLATE w/ PLYWOOD FALSE BM PER PLAN LU L SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ~ W NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING GABLE END @ FLAT CEILING CONNECTIONS 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 1'-9" MAX. VARIES I 11 RAKED DOUBLE TOP PLATE CEILING NAILER AS - , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" ID PROVIDE 2x BLOCKING FOR NAILING (2)16d NAILS PLT. TO STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) HOLD WALL 3-1/2" DOWN FOR OUTLOOKER HEADER PER PLAN IF REQ'D. MIN (1) JACK & (1) KING STUD w/ SIMPS. LSTA18 HEADER TO STUDS TYP. BASE CONNECTION SHEATHING PER PLAN -- 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EA. END w/ NUT & WASHER �.- --- MSTAM-24 TYP. EA. SIDE OF EA. STUD. CENTERED BETWEEN FRAME AND CMU SEE WALL SPLICE DETAIL FOR REQ'D FLASHING 2x8 RIDGE BOARD GABLE BRACING + 2x4 BLOCKING @ EA. — @ 48 O.C. TO 3RD OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON END NAILS EA. END 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 1'-9" MAX. VARIES I 11 RAKED DOUBLE TOP PLATE CEILING NAILER AS - , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" ID PROVIDE 2x BLOCKING FOR NAILING (2)16d NAILS PLT. TO STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) HOLD WALL 3-1/2" DOWN FOR OUTLOOKER HEADER PER PLAN IF REQ'D. MIN (1) JACK & (1) KING STUD w/ SIMPS. LSTA18 HEADER TO STUDS TYP. BASE CONNECTION SHEATHING PER PLAN -- 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EA. END w/ NUT & WASHER �.- --- MSTAM-24 TYP. EA. SIDE OF EA. STUD. CENTERED BETWEEN FRAME AND CMU SEE WALL SPLICE DETAIL FOR REQ'D FLASHING SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. (CF�01 FIELD FRAMED VALLEY DETAIL 1/2"=11-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive proper 2x8 RIDGE BOARD GABLE BRACING + UP TO 4'-8" @ 48 O.C. TO 3RD 2x6 COLLAR TIE HALF GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. (2) 2x4 BRACE (SEE SECTION A -A) WAY UP HEIGHT OF 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR STRONGBACK W/ (2) 2x4 BRACE VALLEY. FASTEN w/ (5) BAYS @ EA. DIAG, AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE 10d COMMON NAILS @ BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EACH END (TYP.) CHART EA.DIAG. AS SHOWP (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) 2x6 RAFTER TO 2x8 LU W/ (2) 12d END NAILS FASTEN ROOF RIDGE BOARD W/ A35 2x4 SYP #2 BLOCKING, TRUSS PER PLAN ON (1) SIDE OF SEE CHART PROVIDE 2x4 BRACE RAFTER & A35 ON ADJ SEE PLAN FOR Wj RAFTER TO OPP SIDE TO EA. ADJ. DIAG. END NAILS @ EACH DOUBLE TOP PLATE (AS SHOWN) BLOCKS w/8d NAILS FASTEN TO DIAG. w/(2) 2x6'5 @ 24" O.C. MAX. O• STRONGBACK IF REQ'D FASTEN SYP OR SPF 16d NAILS.. PLAN PER CHART 2x6 (MIN.) PLATE THRU J 2x WALL, SEE PLAN SHEATHING PER PLAN EXTERIOR SHEATHING. CONT. 2x4 W/ 1/4"x4-1/2" SIMPSON —' — _ _ — _ — — SDS SCREWS TOP CHORD OF EACH ATTACH PER PLAN TRUSS BELOW 2x4 DIAGONAL BRACE ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC FASTEN CONY. 2x -1 VALLEY RAFTER FROM EAVES rn FRAMING (OR PRE -ENG J VALLEY TRUSSES) TO Z 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. (CF�01 FIELD FRAMED VALLEY DETAIL 1/2"=11-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive proper GABLE BRACING CHART WHERE O.H. IS > 1'-0", DROP GABLE BRACING + UP TO 4'-8" @ 48 O.C. TO 3RD 4'-8" < H 6 7'-0" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. (2) 2x4 BRACE (SEE SECTION A -A) 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR STRONGBACK W/ (2) 2x4 BRACE NAILS @ EA. END. BAYS @ EA. DIAG, AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE INTO BLOCKING, (2) BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH BLOCKING @ 24" O.C. CHART EA.DIAG. AS SHOWP (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. � W/ (2) 12d END NAILS FASTEN ROOF 2x4 SYP #2 BLOCKING, TRUSS PER PLAN SHEATHING TO SEE CHART PROVIDE 2x4 BRACE @ 24" O.C. W/ (2) 12d SEE PLAN FOR Wj TO EA. ADJ. DIAG. END NAILS @ EACH DOUBLE TOP PLATE BLOCKS w/8d NAILS FASTEN TO DIAG. w/(2) END. O• STRONGBACK IF REQ'D @6"O.C. 16d NAILS.. PLAN PER CHART J 2x WALL, SEE PLAN 6� - ATTACH W/ (2) 1 Od EXTERIOR SHEATHING. CONT. 2x4 (5) 16d NAILS BRACE GABLE BRACING @ 48" z BEARING CONDITION @ CMU WALL ATTACH PER PLAN TO BLOCKING 2x4 DIAGONAL BRACE ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC A GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" @ 48 O.C. TO 3RD 4'-8" < H 6 7'-0" (1) 2x4 BRACE \ (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'-0" BAY REQ'D w/ 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. STRONGBACK, SEE INTO BLOCKING, (2) \ , l BLOCKING @ 24" O.C. CHART i «• � W/ (2) 12d END NAILS GABLE BRACING (+) 2x4 SYP #2 BLOCKING, TRUSS PER PLAN @ EACH END SEE CHART PROVIDE 2x4 BRACE @ 24" O.C. W/ (2) 12d SEE PLAN FOR Wj TO EA. ADJ. DIAG. END NAILS @ EACH DOUBLE TOP PLATE 2x4 LEDGER W/ (2) 1 Od FASTEN TO DIAG. w/(2) END. O• STRONGBACK IF REQ'D WALL SHEATHING PER 16d NAILS.. PLAN PER CHART J 2x WALL, SEE PLAN 6� - ATTACH W/ (2) 1 Od EXTERIOR SHEATHING. TRUSS PER PLAN (5) 16d NAILS BRACE GABLE BRACING @ 48" z BEARING CONDITION @ CMU WALL ATTACH PER PLAN TO BLOCKING O.C. NOT REG'D 6' ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC A A PROVIDE 2x4 BRACE FROM EAVES rn GABLE END TO EA. ADJ, DIAG. Z SHEATHING FASTEN FASTEN TO DIAG.w/ i W 45° PER PLAN. 16d NAILS. GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE 1F REQ'D SEE CHART. Ti_ 10d COMMON NAILS (1) A23 FROM @ 6" O C STRONGBACKTO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF �`--- REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 - 10d COMMON NAILS @ 8" Q.G. GABLE END BRACING I TRUSS PER PLAN 3/4"=1'-0" 2x4 BLOCKING (2) 1^ NAILS, TOENAILED Q aJ FROM TOP OF WALL W TO BOTTOM W 2x8 #2 SPF STUDS AT 16" O.C. DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN $ ANCHOR BOLT OR IN CMU. OR SIMPSON META16 TITEN HD @ 32" O.C. & 6" FROM EACH END STD CONDITION @ CMU VAULTED CONDITION @ CMU SIMPSON DTC, (2) 8d EACH END.AT 24" O.C. ROOF SHEATHING (4) 8d NAILS TO TOP PER PLAN PLATE TRUSS PER PLAN — DTC CLIP, (2) 8d NAILS TRUSS PER PLAN TRUSS PER PLAN FOR NAILING t � a, LU ' e-4. -j "a : W Q DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. INTO BLOCKING, (2) Fin NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS — i «• v '• C) Fe°r ® W/ (2) 12d END NAILS BRACE TO LEDGER 2x4 SYP #2 BLOCKING, TRUSS PER PLAN @ EACH END META16 AT 24" O.C. Li @ 24" O.C. W/ (2) 12d SEE PLAN FOR Wj END NAILS @ EACH DOUBLE TOP PLATE 2x4 LEDGER W/ (2) 1 Od THING PER PLAN END. O• NAILS @ EACH WEB WALL SHEATHING PER LAY 2x4 BLOCKING PLAN LINTEL PER PLAN OVER THE TOP OF THEBOTTOM CHORD. J 2x WALL, SEE PLAN 6� - ATTACH W/ (2) 1 Od EXTERIOR SHEATHING. TRUSS PER PLAN AT 24" O.C. z BEARING CONDITION @ CMU WALL ATTACH PER PLAN Q aJ FROM TOP OF WALL W TO BOTTOM W 2x8 #2 SPF STUDS AT 16" O.C. DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN $ ANCHOR BOLT OR IN CMU. OR SIMPSON META16 TITEN HD @ 32" O.C. & 6" FROM EACH END STD CONDITION @ CMU VAULTED CONDITION @ CMU SIMPSON DTC, (2) 8d LLl NAILS INTO BLOCKING, (4) 8d NAILS TO TOP d ;z -.. 4=< U_ PLATE O.C. MAX. 45° FROM TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN FOR NAILING t � a, LU ' e-4. -j "a : W Q DTC CLIP, (2) 8d NAILS HORIZONTAL (+/- 10°)V INTO BLOCKING, (2) Fin BRACE NOT REQUIRED 3/16" x 2 3/4" TAPCONS i «• v '• C) Fe°r ® Z IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, TRUSS PER PLAN . ,.,% O °00"69.98°° C� m META16 AT 24" O.C. Li @ 24" O.C. W/ (2) 12d SEE PLAN FOR Wj END NAILS @ EACH THING PER PLAN END. O• WALL SHEATHING PER LAY 2x4 BLOCKING PLAN LINTEL PER PLAN OVER THE TOP OF THEBOTTOM CHORD. J 2x WALL, SEE PLAN 6� - ATTACH W/ (2) 1 Od .�� NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL fi—F-O'kNON-BEARING WALL CLIP DETAIL 3/4"=1'-0" H ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expresC GABLE BRACING @ 48" LLl PROVIDE 2x BLOCKING d ;z -.. 4=< U_ O.C. MAX. 45° FROM 0 V FOR NAILING t � a, LU ' e-4. -j "a : W Q HORIZONTAL (+/- 10°)V o Q Q °•� z F' BRACE NOT REQUIRED i «• v '• C) Fe°r ® Z 6' FROM EAVES. C TRUSS PER PLAN . ,.,% O °00"69.98°° C� m Li LJ SEE PLAN FOR � THING PER PLAN O• SUPPORT AND TIE J DOWN OF JACK Q J W .�� : J z Z H rn Z i W LU 0 U o E O.H. IS > 1'-0", co Z 0 11 END GABLE w/ ix ) F- � M M z � 0 DOKERS @ 24" z 0 W J ) � Q 111 Y 0 RUN BACK TO O O LO 0 1 N DMMON TRUSS N > O J Z LU L � Q0 (3) 12d TOENAILS. ~ W F- ) ECT TO DROP Z O STRUCTURAL ENG: CFG / BAD WITH H2.5 CLIP. � V -STRUCT: MB C QC CHECK: MRB -0" O.H. W = JOB No. TM 2153300 SCALE: _ .._. .--- AS INDICATED a DATE: 10/26/2016 W SD3 2x4 LOw p O U 24" O.C. O END Z THING FASTEN LAN w E AS REQ'D Q iY ;ON H10A DIAG. OCKING LL UjM ao Z GABLE BRACING @ 48" co PROVIDE 2x BLOCKING d ;z -.. 4=< U_ O.C. MAX. 45° FROM 0 V FOR NAILING t � a, LU ' e-4. -j "a : W Q HORIZONTAL (+/- 10°)V o Q Q °•� z F' BRACE NOT REQUIRED i «• v '• C) Fe°r ® Z 6' FROM EAVES. C TRUSS PER PLAN . ,.,% O °00"69.98°° C� m Li LJ SEE PLAN FOR � O• SUPPORT AND TIE J DOWN OF JACK Q W W PROVIDE BLOCKING TRUSSES F BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 0 Lj BAYS SEE GABLE WALL PER PLAN - CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE ` CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** r 0 u E 0 7 C GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS I Op6O I ATTACH JAMB STUDS 01 I PER WF08/SD4 G P.T BASE PLATE FO TYPICAL HEADER DETAIL 1/2"=1'-0" ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A%c SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN SIMPSON META16 @ 32" O.C. GABLE TRUSS TO MASONRY. AT MAIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY (GE�OGABLE END AT VALLEY FRAMING NOT USED I� )SOCIATES, LLC lis strictly prohibited. 3/4"=1'-0" i co J 0 V 06 i Uj Z T C H J O• J V CC W W .�� : J z Z ~ rn LU�./ i W ) U o Z 0 11 ) F- � M M z � 0 - 0 W J ) � Q 111 Y O LO 0 1 N > O J Z LU L � Q0 O F- ) STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB C QC CHECK: MRB = JOB No. TM 2153300 SCALE: _ .._. .--- AS INDICATED a DATE: 10/26/2016 SD3 NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE LEAST 8'-0" LONG. TYP. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PROVIDE 2x4 ON TOP 2x4 STUDS PER OF 2x8 TO BLOCK OUT PSPN516Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & — NAILS TYP. TOP & BOT. ATTACH PER NAILING + • (2) 10d NAILS O.C. + PATTERN ON THIS DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) + DETAIL TOP SPLICE 2x4 BEYOND AGAINST �8'' M A8"M 2x8 STUDS /N � 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 ---` NAILS ((2) ON EA. SIDE) 2x8 STUDS PER _ ____--- TYP. AT ALL EXTERIOR FRAMING PLAN -- CONDITIONS NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY)2 1/2" EDGE OUTSIDE (2) 2x4's EDGE DISTANCE BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/_ 1/4" PER VjfQIL 10d NAILS 1" EDGE 1 1/2" EDGE z 10d x 3" 10d x 3" COMMON LU z0 11 ❑ 2 1/2" w w 2 1/4" O 2 w 1 1/2" z z 1' -j C LU Nlo N Q N W 0 10d x 3" OPP. SIDE kNCE PER N I U) IIII N I I II IIII IIII II II II U) Q W � I I II IIII U 0 o o N� 10d x 3" COMMON -------- U) ¢I w CUT TO FIT p r^ v J OPENING SIZE 1 BEYOND SEE PLAN 10 SHEATHING DIAGRAM fiFi EXTERIOR SHEATHING SCHEDULE 2x4 #2 SPF 3/4"=1'-0" OVERLAP TOP PLATE 10d x 3" COMMON OPP. 0 PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR N �� BLOCKING @ 24 O.C. AT CORNER SIDE z z C� DOUBLE TOP PLATE w MORE INFO & z w/ (2) 16d END NAILS (D5 5 �, LU ��g� W 0 z 0 NAIL BOTTOM PLATE z I I 0- I I 0- I p CL TO CORNER STUD < o0 ++ 00 Q 06 PACK w/ (4) 10d NAILS CO 12d NAILS @EACH END 5 2x12 BOX HDR w/ 2x8's cA W 00 r < 00 10d x 3" COMMON TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL 24" O.C. EXT. 2x4 #2 w O Q Z OPP. SIDE SIMPSON LSTA30 VV/ 2x12 w/ 10d X 3" NAILS @ w/ SPF 10d x 3" OPP. SIDE kNCE PER TOP SPLICE BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C m W DOUBLE 2x8 TOPTOP PLATE TRANSITION (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's o PLATE UL FO TYPICAL TOP PLATE SPLICE @ BRG. WALL fiFOkTYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN ®`,,1111llI///lj'! Uj CD3/4"=1'-0" 1-1/2"=1'-0"Ld 00 ® „ HIN SHEATHING PER PLAN ,e.. ��'°°j° °0••®�� '� J o 2x DBL TOP PLATE 2 MIN. 15/32 EXP 1 SHEATHING � 3/8 BEYOND INSTALLED VERTICALLY. �.'J NAIL SHEATHING AT FRAME WALL BOTTOM PLATE ° z - 2 .. S W r• Q U �L z AND AT FLOOR TRUSS TOf? &BOTTOM PLATES USING ROOF SHEATHING, ;, U co • .J ` p __-_--_------- - wC� _ O @ 'A'=NAIL SPACING '>; 0 =� Uj Q _ 1 ROW OF 8d COMMON NAILS 3" O.C. FASTEN PER PLAN ID w z -' NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON 20V�c Scq OVA Scq ROOF SHEATHING, ; vo• p II 6 I I II II II Q _ NAILS @ 3.. O.C. (> x �`� qA O ROOF SHEATHING, 2 �F qA O °° •e oee •• �e Z < T k '�'< T FASTEN PER PLAN ® •o Gj Q w 1/2" A „ G T FASTEN PER PLAN tiC T •esoes° e� O II II CL T 0 = NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 ryOR�Ss �yO��SS 'k PR®�o`,�' m � III 11- - JI- - - _ -- - -- O COMMON NAILS @ 3" O.C. - - O/y oy O /r11111e��e WALL SHEATHING O w ° 2x4 FRAMING @ 24" J III III II II I � � NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL SPLICE, SEE SPLICE III III I I II I EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. Q DETAIL. MAX 1/8' g � ',-- ?..x4 #2 SYP CONT. w/ (2) _ III OPENING III II II II SPACE BETWEEN w �:J STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS I- 4 w c- COMMON NAILS @ 3" O.C. NAILS AT JOINT 0 III III II PANELS z @ 4" O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS III 3 II I II I I PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. U) PER -ENG TRUSSES w III TYP. III II II I I � p TOP & B _j HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB @ 4" O.C. w/ 10d NAILS \ USE 2) 1/4F MAPCONRY, D ONS d ?,Pid '"`'' ��:! III OPEN NG III I I I I I I 2x STUDS BEYOND, SHEATHING SPLICE,*�/•, cv III III II II II SEE PLAN FOR MORE (D (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES w/ MIN. 2 EMBED. @ O j INFO I— z H O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. Q IIIT -TI_ — _TI_ IFIII I I I I I w = U) IIII II II II I I II IIII IIII II II II U) Q W � I I II IIII M o 0 o o N� --- - -------- V,� 0 ¢I U_ 0 `J L CUT TO FIT 2x BOTTOM PLATE TOP SPLICE BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C m W DOUBLE 2x8 TOPTOP PLATE TRANSITION (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's o PLATE UL FO TYPICAL TOP PLATE SPLICE @ BRG. WALL fiFOkTYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN ®`,,1111llI///lj'! Uj CD3/4"=1'-0" 1-1/2"=1'-0"Ld 00 ® „ HIN SHEATHING PER PLAN ,e.. ��'°°j° °0••®�� '� J o 2x DBL TOP PLATE 2 MIN. 15/32 EXP 1 SHEATHING � 3/8 BEYOND INSTALLED VERTICALLY. �.'J NAIL SHEATHING AT FRAME WALL BOTTOM PLATE ° z - 2 .. S W r• Q U �L z AND AT FLOOR TRUSS TOf? &BOTTOM PLATES USING ROOF SHEATHING, ;, U co • .J ` p __-_--_------- - wC� _ O @ 'A'=NAIL SPACING '>; 0 =� Uj Q _ 1 ROW OF 8d COMMON NAILS 3" O.C. FASTEN PER PLAN ID w z -' NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON 20V�c Scq OVA Scq ROOF SHEATHING, ; vo• p II 6 I I II II II Q _ NAILS @ 3.. O.C. (> x �`� qA O ROOF SHEATHING, 2 �F qA O °° •e oee •• �e Z < T k '�'< T FASTEN PER PLAN ® •o Gj Q w 1/2" A „ G T FASTEN PER PLAN tiC T •esoes° e� O II II CL T 0 = NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 ryOR�Ss �yO��SS 'k PR®�o`,�' m � III 11- - JI- - - _ -- - -- O COMMON NAILS @ 3" O.C. - - O/y oy O /r11111e��e WALL SHEATHING O w ° 2x4 FRAMING @ 24" J III III II II I � � NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL SPLICE, SEE SPLICE III III I I II I EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. Q DETAIL. MAX 1/8' g � ',-- ?..x4 #2 SYP CONT. w/ (2) _ III OPENING III II II II SPACE BETWEEN w �:J STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS I- 4 w c- COMMON NAILS @ 3" O.C. NAILS AT JOINT 0 III III II PANELS z @ 4" O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS III 3 II I II I I PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. U) PER -ENG TRUSSES w III TYP. III II II I I � p TOP & B _j HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB @ 4" O.C. w/ 10d NAILS \ USE 2) 1/4F MAPCONRY, D ONS d ?,Pid '"`'' ��:! III OPEN NG III I I I I I I 2x STUDS BEYOND, SHEATHING SPLICE,*�/•, cv III III II II II SEE PLAN FOR MORE (D (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES w/ MIN. 2 EMBED. @ O j INFO I— z H O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. Q IIIT -TI_ — _TI_ IFIII I I I I I w = U) IIII II II II I I II IIII IIII II II II U) Q W � I I II IIII M o 0 o N� --- - -------- V,� 0 FLOOR SYSTEM U_ 0 `J L CUT TO FIT 2x BOTTOM PLATE r^ v J OPENING SIZE 1 BEYOND SEE PLAN 10 SHEATHING DIAGRAM fiFi EXTERIOR SHEATHING SCHEDULE 2x4 #2 SPF 3/4"=1'-0" U GYPSUM WALLBOARD BLOCKING f _- z 0 z .. CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS Q C c O JOINT, MAX. 1/8" GAP LEDGER TO LEDGER TRUSS PER PLAN cl (a 2x4 PT LEDGER W/ PER PLAN • :; 2x4 LEDGER W/ (2) 16d LU NAILING 2x SCHEDULE PER CH RULER _ 10/4C x4" TAPCONS @ 12" PLAN FRAME WALL PER NAILS @ 16" O.C. Q;,C> U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY = � U O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE U_ 0 NAILSFLATEACH END E (2) 16d PLAN (TRUSS SHOWN) D NAILS ESHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL -- o m NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS RE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE MFl TYPICAL SCAB OVERHANG XD02 LEDGER @ LOW ROOF O A REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" d OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS LU r^ v J SEE ROOF SHEATHING , 2x4 #2 SPF U Z � PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR �� BLOCKING @ 24 O.C. � C� DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS � �, LU ��g� W CONNECTION CONNECTION EACH END p SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ++ XX X Q 06 @ EACH STUD 12d NAILS @EACH END 5 2x12 BOX HDR w/ 2x8's cA W r < TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL 24" O.C. EXT. 2x4 #2 w O Q Z PRE-ENGINEERED SIMPSON LSTA30 VV/ 2x12 w/ 10d X 3" NAILS @ w/ SPF ROOF TRUSS -SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. p FRAMING PLAN FOR CORNER CONDITIONS a. WALL TO PRECAST+ LINTEL w/ (2)ROWS OF + + NAILING SCHEDULE & + + (4) 12d NAILS EACH w/ (2) 16d END NAILS EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Q z3 • SPACING EXTERIOR SHEATHING STRAP AROUND w TRUSS MEMBER ROOF SHEATHING 0 O SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. MORE INFO & , * O U cc CONNECTION 16" O.C. MAX. STAGGERED TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x x x CONNECTION + + + w _ W Q INTO TRUSS & (3) 12d EACH VERTICAL y 2x BRG WALL, SEE PLAN FOR STUD SIZE & • TRANSOM BETWEEN TOENAILS INTO OTHER TRUSS - TRANSOM BETWEEN SEE WALL CLIP DETAIL FOR MORE INFO 2x8 #2 SPF VERTICAL = F - J Z Q SPACING. MIN (2) 2X SEE FLOOR PLAN FOR MORE BRG. WALL INFO LINTELS LINTELS 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. I - - ~ W UNDER GIRDER TRUSS LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN @ 24 O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER w U U.N.O. ' i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. � SHEATHING PER NAILING SCHEDULE & Z W w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH 0 W 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP O = �... SIMPSON LSTA24 EACH ---- (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS U Ui STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) U 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN BUILT-UP W/ (2) ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x6 Z 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL LU U7 UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY a U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER fiFl�SECTION @ DOUBLE BEARING F1 STEP' @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM FS3 HEADER @ POCKET SLIDER FS04 HEADER @ POCKET SLIDER z V 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"-1' 0" Q Z 3/4"=1'-0" 1/2"=1'-0" O 11 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO z p Z � M BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ 2 1/4" X 4"/z" O SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ w Z J O STRAP 1S NOT REQUIRED. 16" O.C. MAX.; J TO GABLE END STUDS w/ p EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z' SIMPS. SDS Q U EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. <O MAX.; U) LAP BEAM PLYS AND -r TO MASONRY w/ 2x6 PT LO NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) N NAILS PER PLY BEAM PER PLAN 1/4" x 2 3/4" TAPCONS AT 12 0m J Z EXT. 12" O.C. H O SEE PLANV J W LL.HTS20 CLIP FROM SIMPSON H3 CLIP (D � <0_ POST TO BEAM SHEATHING PER PLAN H2H PLAN VIEW TOP OF POST @ 2xa SYP #2 LEDGEIR. -7 (4) 10d NAILS FOR �n p � PT POST PER PLAN TO STUDS OR BEAIM w/ 2 1/4" X 4'/z" SLMPS. O CONY. FRAMED p � 0- ABU POST BASE PER ABU SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; STRUCTURAL ENG CFG /BAD o. 5/8" THREADED ROD w/ TO GABLE END STiUDS (~j ---- DRAFTING: - -- ---- • o• NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/2' 511MPS. r � I 4-0' MAX. _ SDS SCREWS @ 1E6" FASCIA PER -STRUCT: MB O.C. MAX.; COMMUNITY SPECS QC CHECK. MRB o /_j Q SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR s / PLAN FOR ADDITIONAL SYP #2 LEDGER wl� 1/4" PRE-ENGINEERED Z JOB Na TM - 2153300 \ � � _U�• � INFO x 2 3/4" TAPCONS (@12" ROOF TRUSSES @ 24" w SCALE: AS INDICATED O.C. O.C. MAX. - - -- SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR � w DATE: 10/26/2016 SHINGLE ONLY rCDO1 CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL _ SD4 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. NGLE OR TILE PER --HITECTURAL :VATIONS. L_ --ENGINEERED — OF TRUSSES @ 24" DICAL TRUSS TO — 4ME CONNECTION. STANDARD NNECTOR NOTES BEARING SEE PLAN ARCHITECTURAL J \N FOR OVERHANG O VDOW AS HEDULED TERIOR FINISH PER kN )-SPAN BLOCKING J.O. 'ULATION PER PLAN E DETAILS WS10, >11 OR WS13 FOR DITIONAL ORMATION THIS / EET / TE: ALL FLOOR USSES TO BE P.T. IF MOISTURE RRIER (FELT PAPER SIM) IS PROVIDED BEARING SEE PLAN ITEL AS PER PLAN DBL. TOP PLATE HDR. PER PLAN — 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE - INT. FINISH PER PLAN — 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. — 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE — FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: 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 W SLOPED BALCONY NOTE: ALL FLOOR PRE-ENGINEERED ROOF TRUSS- SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE M w" TRUSSES TO BE P.T. IF NOTE: ALL FLOOR; SIMPSON MSTAM36 DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2nd FLOOR WALL; SEE 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 FRAME CONNECTION. REQ'D # OF STUDS co O 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 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 SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ SCHEDULE; .PROVIDE (2) 16d NAILS @ 6' O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND _ STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ' BELOW JAMBS �- FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQD ON EITHER SIDE OF WALL. IF WF02/ PLANSD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) %a'X2 %4" TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO ' ITEL AS PER PLAN STOPPING MATERIALS a MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fiS'OkHEADER CONNECTION @ 2nd FLOOR WD. HD. HT. ' BE 1/2" GYP BOARD OR3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4".FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN WEIRS STEEL SILL 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE ATTACH PER NAILING @ALL WINDOWS FRAMING PLAN FOR 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK SCHEDULE, �. @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUSFROM AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOP TOP PLATE TO TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BLOCKING FOR -- T FINISH PER PLAN AGAINST TRUSS (MAX)( ) 2x BOTTOM PLATE W/ BEARING WALL PER SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 4$" O.C. (2) 12d @ 12" O.G. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM RT REINF. BEYOND y �., END TRUSS OR FIELD 2x4) 70 TRUSS w/ (4)IN 2x4) TO TRUSS w/ (4) PLATE FRAME 2x4 KNEE16d NAILS; BOTTOM (2) H5 EA. FLOOR @ 16 ,SONRY WALL PER ,�•.. WALL, STUDS " 16d NAILS; BOTTOM 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 BOTTOM PLATE, SLIT qN f ' ( BRG DIRECTLY ON •� CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT FLOOR DECKING TO SEE FOUNDATION (MAX) 771 CONNECTOR (2) ROWS 8d NAILS @ ACCOMMODATE _4FIN. FLR. PLAN FOR MORE INFO 1/2" GYP. CLG BD OR - SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER STRAP �.•. LL CONNECTION (2) 5/8" TYPE "X"' WHEN 0'-0" (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. °� • .e IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 00 GRADE MASONRY WALL PER - I - 3". O.C. WALL MASONRY WALL PER (' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR PLAN SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ (4) OR (3) 16d TOENAILS BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR'. NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN 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 'SO TYPICAL TWO STORY SECTION fisi' TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fisi CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0.. 3/4"=1'-0" J 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" CONNECTIONS W SLOPED BALCONY 77, 0 FLOOR TRUSS (12" M w" TALL) (60/15/5 MIN. NOTE: ALL FLOOR; SIMPSON MSTAM36 DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE CONNECTION LUS46 TO LEDGER 2nd FLOOR WALL; SEE SOLID SHEATHING @ aha PROVIDE ADEQUATE _° SIM. END CONDITION TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE NO MOISTURE BARRIER (FELT PAPER LINTEL PER PLAN HANDRAIL BY OTHERS HEADER CONTINUOUS TO OR SIM) IS PROVIDED FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING co O BOTTOM OF FLOOR SIMPSON SP4 w/ (6) 10d 0 �<< SEE STANDARD 2-1/4" TITEN SCREWSPER ATTACHED< F�'< s tiF x1-1/2" @ 24" O.C. (USE LSTA30 syFFT CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 a FT SP6 @ 2x6 STUDS & SIMPSON USE SIMPSON " STRAP (MAX 10° J SP8 @ 2x8 STUDS) STRAP (MAX 10° 3/4" PLYWOOD FLOOR MSTCM60 STRAP W/ ANGLE) W/ (22) 10d DECKING ATTACHED ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) "« NAILS. BEND STRAP" (2) 2x SPF TOP PLATE NAILS. BEND STRAP DC BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. " U.N.O. ON PLAN OVER TOP PLATE MIN. O INFO. FOR TRUSSES 20" TO »« 3", THEN RUN DOWN - 0000 3", THEN RUN DOWN 26" DEEP »« FACE OF JAMB STUDS/ 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 «/ EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL � INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL — % JAMB STUDS KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) " STRAP W/ (11) 10d TO " FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING SOLID BLOCKING UNDER COLUMN U.N.O. «« FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN — IF HEADER IS UPSET FROM TOP OF WALL TO BOT. RIBBON, NAIL 0 ABOVE CONNECTION INFO.. PLAN U.N.O. PROVIDE SOLID 2 2x SILL AT WINDOW () i O AND WINDOW IS PER PLAN F_ BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS MASONRY WALL SEE STUD PACK will 10d STRUCTURAL ENG: CFG / BAD TOENAILS. EXT. DRAFTING: NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN �/' HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS HIGH @ 16" O.C. MB LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ BEAM ATTACH SILL w/(2)1od SILL PLATE w/(2) 1 O BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TM - 2153300 TOENAILS. OPENING SCALE: OR SIM IS PROVIDED AS INDICATED OF SILL (MAX OPEN'G DATE: LARGER THAN 4FT: (2) 10/26/2016 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 FLOOR W/ (14) 10d A THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND A NAILS SEE FLOOR FRAMING 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 TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE "" UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE «" WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 "" CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d «" OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 1/4" TITENS INSTEAD. "« THAN 4' BUT LESS 2 -STORY WALL ` NAILS � � (2) SIMPSON LSTA18 (IF TITENS ARE NOT IN �« THAN 6' � SECTION FOR MORE STRAPS CENTERED @ (2) SIMPSON META16 `. FLOOR W/ (14) 10d LINTEL COURSE OR SIMPSON LSTA30 w/ INFO. REFER TO FLOOR TRUSS TO , , ;; MASONRY WALL NAILS INTO FILLED CELL USE 1/4" X 1 3/4" TITENS ) » "" "« 2x TOP & BOT. RIBBONS, CONT (11) 10d TO STUDS 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 SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ SCHEDULE; .PROVIDE (2) 16d NAILS @ 6' O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND _ STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ' BELOW JAMBS �- FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQD ON EITHER SIDE OF WALL. IF WF02/ PLANSD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) %a'X2 %4" TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO ' ITEL AS PER PLAN STOPPING MATERIALS a MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fiS'OkHEADER CONNECTION @ 2nd FLOOR WD. HD. HT. ' BE 1/2" GYP BOARD OR3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4".FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN WEIRS STEEL SILL 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE ATTACH PER NAILING @ALL WINDOWS FRAMING PLAN FOR 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK SCHEDULE, �. @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUSFROM AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOP TOP PLATE TO TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BLOCKING FOR -- T FINISH PER PLAN AGAINST TRUSS (MAX)( ) 2x BOTTOM PLATE W/ BEARING WALL PER SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 4$" O.C. (2) 12d @ 12" O.G. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM RT REINF. BEYOND y �., END TRUSS OR FIELD 2x4) 70 TRUSS w/ (4)IN 2x4) TO TRUSS w/ (4) PLATE FRAME 2x4 KNEE16d NAILS; BOTTOM (2) H5 EA. FLOOR @ 16 ,SONRY WALL PER ,�•.. WALL, STUDS " 16d NAILS; BOTTOM 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 BOTTOM PLATE, SLIT qN f ' ( BRG DIRECTLY ON •� CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT FLOOR DECKING TO SEE FOUNDATION (MAX) 771 CONNECTOR (2) ROWS 8d NAILS @ ACCOMMODATE _4FIN. FLR. PLAN FOR MORE INFO 1/2" GYP. CLG BD OR - SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER STRAP �.•. LL CONNECTION (2) 5/8" TYPE "X"' WHEN 0'-0" (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. °� • .e IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 00 GRADE MASONRY WALL PER - I - 3". O.C. WALL MASONRY WALL PER (' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR PLAN SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ (4) OR (3) 16d TOENAILS BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR'. NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN 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 'SO TYPICAL TWO STORY SECTION fisi' TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fisi CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0.. 3/4"=1'-0" J 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 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 PLAN FOR FLOOR ' TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO SCHEDULE W SLOPED BALCONY 77, 0 FLOOR TRUSS (12" M w" TALL) (60/15/5 MIN. NOTE: ALL FLOOR; LOADING) W/ LUS26 OR CONNECTION LUS46 TO LEDGER 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF aha PROVIDE ADEQUATE _° SIM. END CONDITION WATERPROOFING. NO -- PLAN FOR MORE INFO. IF SHEATHING IS NOT NO MOISTURE BARRIER (FELT PAPER LINTEL PER PLAN HANDRAIL BY OTHERS 0.6�'�� p CONTINUOUS TO OR SIM) IS PROVIDED M co O BOTTOM OF FLOOR 0 TRUSS,CONTRACTOR z HEADER CONNECTION @ 2nd FLOOR HIGH BM o TO INSTALL SIMPSON LSTA18 STRAPS FROM a SEE ARCH DWGS FOR 3/4"=1'-0" IL EA. STUD TO TRUSS a TOPPING INFO OR J 3/4" PLYWOOD FLOOR 77 SLOPE DECKING ATTACHED PER NAILING 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 PLAN FOR FLOOR ' TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO SOLID SHEATHING @ p HEADER F SIMPSON SP4 w/ (6) 10d LWU x1-1/2" @ 24" O.C. (USE Z SP6 @ 2x6 STUDS & 0 SP8 @ 2x8 STUDS) ` N Z CL (212x SPF TOP PLATE O U.N.O. ON PLAN () HEADER - SEE 2ND WW W FLOOR PLAN FOR MIN. I� HEADER SIZE & REQ'D LO JAMB STUDS W 0 O U (9 Z IF HEADER IS UPSET AND WINDOW IS m W LOWER: (1) 2x SILL Q PLATE w/ (2) 10d 0 TOENAILS. EXT. R HEADER OPENINGS j LESS THAN 4FT:(1) 2x LLI®y9lilppp�®'®d� Uj M SILL PLATE w/ (2) 10d u- `>�� * �s� 0- TOENAILS. OPENING O ®�`r'�..••o•'•••„`�J�j� �i," L6 00 LARGER THAN 4FT: (2) �"2`�•� °o.• �0 i. _j o 2x SILL PLATE w/ A35 .o 14 Q.D;'L %"D 2 z CLIPS EACH SIDE w/ 2x to O • W Q CRIPPLES @ 16" O.C. G �: Q J w/ (2) 10d TOENAILS Q- •• i 0: p Uj Z < T&B (PLYWOOD 7b ••. .•' �t ®` e� Q SHEATHING REQ'D ®or• �"`� `.� O T&B) �� O m LL J Q w: W • r / U k -4 j o Z =Z"Z Z SEE FRAMING PLAN SCHEDULE W SLOPED BALCONY 77, 0 FLOOR TRUSS (12" M w" TALL) (60/15/5 MIN. a . LOADING) W/ LUS26 OR CONNECTION LUS46 TO LEDGER CONTRACTOR TO - '' SEE WS11/SD5 FOR aha PROVIDE ADEQUATE _° SIM. END CONDITION WATERPROOFING. NO -- "I. CONCRETE SLAB LINTEL PER PLAN d PERMITTED 0.6�'�� p SOLID SHEATHING @ p HEADER F SIMPSON SP4 w/ (6) 10d LWU x1-1/2" @ 24" O.C. (USE Z SP6 @ 2x6 STUDS & 0 SP8 @ 2x8 STUDS) ` N Z CL (212x SPF TOP PLATE O U.N.O. ON PLAN () HEADER - SEE 2ND WW W FLOOR PLAN FOR MIN. I� HEADER SIZE & REQ'D LO JAMB STUDS W 0 O U (9 Z IF HEADER IS UPSET AND WINDOW IS m W LOWER: (1) 2x SILL Q PLATE w/ (2) 10d 0 TOENAILS. EXT. R HEADER OPENINGS j LESS THAN 4FT:(1) 2x LLI®y9lilppp�®'®d� Uj M SILL PLATE w/ (2) 10d u- `>�� * �s� 0- TOENAILS. OPENING O ®�`r'�..••o•'•••„`�J�j� �i," L6 00 LARGER THAN 4FT: (2) �"2`�•� °o.• �0 i. _j o 2x SILL PLATE w/ A35 .o 14 Q.D;'L %"D 2 z CLIPS EACH SIDE w/ 2x to O • W Q CRIPPLES @ 16" O.C. G �: Q J w/ (2) 10d TOENAILS Q- •• i 0: p Uj Z < T&B (PLYWOOD 7b ••. .•' �t ®` e� Q SHEATHING REQ'D ®or• �"`� `.� O T&B) �� O m LL J Q w: W • r / U k -4 j o Z =Z"Z Z SEE FRAMING PLAN `'� W U 77, 0 FOR FLOOR M w" i ` CONNECTION O 11 FLOOR GRIDER OR BEAM 0.6�'�� p zZ 0 M co O 0 HEADER CONNECTION @ 2nd FLOOR HIGH BM o 3/4"=1'-0" IL W (� IY FRAMING NOT USED 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. v J z LL j z e O O J V () Z O J O o�� W •C4F- z�� U ~ Z O U) Q Z 0 LU O V --U i Z O 11 M 0 Z 0 OR J p DC Y O 1 0000 0 J Z O W W U Q � Q 0 _ i O H 2 F_ 0- STRUCTURAL ENG: CFG / BAD DRAFTING: _ -STRUCT: MB QC CHECK. MRB = JOB No. TM - 2153300 SCALE: AS INDICATED DATE: 10/26/2016 - D5 2x BRG WALL W/ 2x BRG WALL W/ — EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d W SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) ARCHS EXT. FINISH PER O.C. - SEE FRAMING SCHEDULE BOTTOM PLATE rT SCHEDULE Q ATTACH PER NAILING BLOCK ADJACENT OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C. BAYS @ EACH USED @BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF DIAGONAL AS SHOWN.. EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG 2x4 BLOCKING ON EA. STUD TO WALL BETWEEN STUDS W/ 1/2" GYP. BOARD ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SHEATHING PER 2x BLOCKING W/ (2) 12d (2) 12d TOE NAILS SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 TOENAILS EACH END „ DETAIL WF10/D4 EACH END SIMPSON H10A fR OCKING SIMPSON 2x8 #2 SYP P.T. SILL 3 CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4 TAPCONS PEE' 'S EXTERIOR SHEATHING - 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN _ @ 48" O.C.; SEE 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d ATTACHED PER MASONRY WALL A PRE ENGINEERED PLATE ATTACH PER 3/4" FLOOR SHEATHING TOENAILS EACH END NAILING SCHEDULE FLOOR TRUSS PER FRAME WALL U P4 ATTACHED PER NAILING SCHEDULE (2) 2x4 #2 SYP / PLAN 2x8 #2 SYP P.T. SII PLATE w/ 1/2" EPO (2) 2x4 #2 SYP imBL w BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT OI HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7 USE (4) 10d & (2) 10d NAILS. UNDER SEE PIAN EMBED. @ 32 O.0 NAILS. UNDER Ik SEE PL"" WINDOW JAMBS ONLY -10 ------ FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION (7a RAISED HEEL TRUSS SECTION Cad COMBO TRUSS WALL SPLICE DETAILS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 601 LEDGER AT GIRDER LEDGER @ OPEN TO BELOW 2x8 #2 SYP P.T. SILL 3 111=1'-0 HANGER BY OTHERS 0 'S EXTERIOR SHEATHING - PLATE W/ 1/2" EPDXY @ 16" O.C. PER PLAN O FROM TOP OF WALL _ @ 48" O.C.; SEE W/ (1) ROW 8d NAILS TO BOTTOM OF SILL U Z O PRE ENGINEERED PLATE ATTACH PER TRUSS PER PLAN �- -- NAILING SCHEDULE U P4 1 ROOF SHEATHING ROOF SHEATHING EMBEDMENT @ 32" 0 ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS I SCHEDULE I SIMPSON H25 EA. ou SCHEDULE 2x4 BOTTOM PLAT PRE-ENGINEERED END TRUSS 2x4 CONT. W/ (2) 12d PER PLAN w p TRUSS PER PLAN CL LLI 10/26/2016 NAILS TO EACH STUD 2x6 #2 SYP CONT. Cif FINISH — Z - PRE ENGINEERED LEDGER W/ (2) Y4"x3-1/2" TRUSS ANCHOR (SEE o W/ Y2" EPDXY ANCHOR SDS WOOD SCREWS @ TRUSS PER PLAN PLAN) I C -s 16" O.C. MAX. & 3" 1 TO ALIGN W/ STUDS Z CD je IT FROM EA. END - USE W/ MIN. 7 EMBEDMENT I(3) SCREWS FOR 24" I SIMPSON LUS26. USE — LEDGER W/ (2) Y4"x3-1/2" I RECESS LEDGER INTO & 6" FROM EACH END O.C. LUS26-2 FOR 2PLY WOOD SCREWS @ (TRUSS. VERIFY W/ _ Lij I TRUSS 16" O.C. MAX. & 3" 16" TRUSS SHOP NAILING SCHEDULE (TRUSS. TRUSS SHOP - LEDGER PER PLAN DRAWINGS O.H. (DRAWINGS— 2x8 SYP #2 LEDGER W/ - 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO _ 1 1 EACH STUD (AT EACH EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) �.T. USE O16dNAILS) PLAN FOR MORE INFO 16d NAILS) LEDGER @ OPEN TO BELOW SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD ATTACH SHEATHING 2x8 #2 SYP P.T. SILL 3 111=1'-0 2x8 #2 SPF MIN STUDS 0 'S EXTERIOR SHEATHING —� PLATE W/ 1/2" EPDXY @ 16" O.C. PER PLAN O FROM TOP OF WALL U @ 48" O.C.; SEE W/ (1) ROW 8d NAILS TO BOTTOM OF SILL U Z O PRE ENGINEERED PLATE ATTACH PER FOUNDATION DET FF J -BOLT W/ MIN. 7" NAILING SCHEDULE U P4 1 FOR CONNECTION ROOF SHEATHING EMBEDMENT @ 32" 0 1 I ATTACH PER NAILING SHEATHING TO I SIMPSON H25 EA. ou SCHEDULE 2x4 BOTTOM PLAT OVERLAP BOTTOM END TRUSS 2x4 CONT. W/ (2) 12d PER PLAN w p WATERPROOFING AND CL LLI 10/26/2016 NAILS TO EACH STUD CIO Cif FINISH — Z - PRE ENGINEERED TRUSS ANCHOR (SEE o W/ Y2" EPDXY ANCHOR TRUSS PER PLAN PLAN) C -s OR J -BOLT @ 32" O.C. 1 TO ALIGN W/ STUDS Z CD je 2x6 #2 SYP CONT. W/ MIN. 7 EMBEDMENT 1 < _ LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE —�� & 6" FROM EACH END 0 RECESS LEDGER INTO WOOD SCREWS @ LUS26-2 FOR 2PLY ATTACHED PER Lij VERIFY W/ - 16" O.C. MAX. & 3" 16" TRUSS NAILING SCHEDULE (TRUSS. TRUSS SHOP - � FROM EA. END -USE (3) O.H. (DRAWINGS— SCREWS FOR 24�O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO 1 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER �.T. USE O16dNAILS) PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS j'ICD04 LEDGER @ LOW ROOF FROM TOP OF WALL TO 1 1 3/4"=1'-0" BOTTOM OF TRUSS/ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD ATTACH SHEATHING 2x8 #2 SYP P.T. SILL 3 111=1'-0 2x8 #2 SPF MIN STUDS 0 'S TO BOTTOM PLATE PLATE W/ 1/2" EPDXY @ 16" O.C. PER PLAN O O U U @ 48" O.C.; SEE W/ (1) ROW 8d NAILS ANCHOR BOLT OR U Z O PRE ENGINEERED W FOUNDATION DET @ 3" O.C. J -BOLT W/ MIN. 7" TRUSSES @ 24" O.C. U P4 1 FOR CONNECTION Z) EMBEDMENT @ 32" 0 1 12 BASE SHEATHING TO O.C. & 3" FROM EACH 1 ou J 2x4 BOTTOM PLAT OVERLAP BOTTOM END 1 2x4 CONT. W/ (2) 12d PER PLAN w p FASTEN ROOF J SHEATHING TO BLOCKS W/ 8d NAILS @ Z z 6" O.C. p W (5) 16d NAILS BRACE z TO BLOCKING o _ c—'4 �`"-- PROVIDE 2x4 BRACE z 11 TO EACH ADJACENT O DIAGONAL, FASTEN (5 TO DIAGONAL W/ (2) W U) 16d NAILS H UJ UJ `n PLATE 1 1/4" (MIN.) IF SHEATHING IS NOT CONNECT TO DOUBLE TRUSSES PER PLAN W CONTINUOUS TO BASE TOP PLATE W/ 16d p 1x PT NAILER AS REQ'D 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" Z CONT. #5 IN TIE BEAM (MIN.) C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER O.C. MAX. FROM HORIZONTAL (+/- 10°) J EXT. FINISH PER FLOOR WALL W/ BRACE NOT REQUIRED m W 2x BEARING WALL 1/4" X 3-1/2" SIMPSON Q IZ ARCHS 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. p SECTION @ OPEN TO ABOVE fiF'l BRACING @ 2 STORY FRAME WALL `urrr M 1-1/2"=1'-0" � % 3 111=1'-0 2x8 #2 SPF MIN STUDS 0 'S N (2) 2x HEADER SEE FLOOR PLAN @ 16" O.C. PER PLAN O O U U o W.� LU Z- a U Z O PRE ENGINEERED W p FOR MORE INFO TRUSSES @ 24" O.C. U P4 1 Z) MAX. PER PLAN 0 1 12 1 1 a 1 ---- J QC CHECK: MRB SEE ARCHS FOR ROOF _ 1 2x4 CONT. W/ (2) 12d PER PLAN w p WATERPROOFING AND CL LLI 10/26/2016 NAILS TO EACH STUD CIO Cif FINISH — Z 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE U)0 W/ Y2" EPDXY ANCHOR PLAN) C -s OR J -BOLT @ 32" O.C. 1 TO ALIGN W/ STUDS Z CD je z W/ MIN. 7 EMBEDMENT 1 < ROOF SHEATHING 1 1 & 6" FROM EACH END 0 1 O� ATTACHED PER Lij v! U cc�� NAILING SCHEDULE (2) 2x TOP PLATE O.H. 1 PER ELEV. 1 1 (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS 1 1 1 1 FROM TOP OF WALL TO 1 1 BOTTOM OF TRUSS/ 1 GIRDER SEE PLAN FOR WINDOW ATTACHMENT 1 INFO. IF WALL WINDOW SEE PLAN SHEATHING ISN'T CONT. FOR LOCATION LSTA18 STRAPS ARE I I 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING; IS SEE LD02/SD4 FOR STOPPED BELOW PLATE MORE INFO IF ROOF LINE TRUSSES ARE 1 E PARALLEL TO WALL 2x BASE PLATE W/ 12d ROOF SHEATHING (2) 2x SPF TOP @ 24" O.C. TO FLOOR ATTACHED PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILING SCHEDULE NAILS TO EACH STUD PLATES U.N.O. 2nd STORY WALL PER PLYWOOD FLOORING 1 PLAN SEE FLOOR FRAMING \ PLAN FOR MORE INFO 1 1 1 I I I (2) 2x HEADER 1 I iALIGN 2x STUDS SEE PLAN STUDS ABOVE ARE TO W/ STUDS BELOW SEE PLAN FOR I \ SEE FLOOR PLAN FOR MORE INFO I 4(�B) TRUSS DIRECTION &MORE INFO L--- --- FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR 1 DIRECTION AND CONNECTION CONNECTION DETAIL SEE TRUSS LAYOUT 1 FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" CL eiwv ®®000a000��jG��j LLI CO e ® O02 ® = U .. It C (2) 2x SPF TOP ... � ,cce ° aC = ', PLATES U.N.O. 01116 O FQ Z :: W Q Tj U_ 3 000 0 'S N (2) 2x HEADER SEE FLOOR PLAN 1 O O U U o W.� LU Z- a U Z O Wo�� W p FOR MORE INFO I I U P4 1 Z) STRUCTURAL ENG: CFG / BAD 0 1 DRAFTING 1 1 a 1 ---- J QC CHECK: MRB 1 0 X -- - - - w p 1 1 CL LLI 10/26/2016 W CIO Cif J SD6 Z 2x STUDS SEE PLAN STUDS ABOVE ARE U)0 W Q C -s 1 TO ALIGN W/ STUDS Z CD je z 1 < 1 1 BELOW 0 1 O� Lij v! U cc�� 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 I I I 2x SPF BASE 1 PLATE 1 E I I PIRE-ENGINEERED D I I FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. I I 1 1 1 1 1 I I (2) 2x HEADER 1 I iALIGN 2x STUDS SEE PLAN STUDS ABOVE ARE TO W/ STUDS BELOW I I 1 1 SEE FLOOR PLAN FOR MORE INFO I 4(�B) 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO I 1 J d W O FQ Z :: W Q Tj U_ 3 000 0 'S N Wco 1 O O U U o W.� LU Z- a U Z O Wo�� W p 4 - CL Q U P4 X Z) STRUCTURAL ENG: CFG / BAD 0 0 � DRAFTING //ff/� a STRUCT: MB ---- J QC CHECK: MRB 1-- 0 X -- - - - w p SCALE: AS INDICATED CL LLI 10/26/2016 W CIO Cif J SD6 Z U) 3P8, U)0 W Q C -s LL Z CD je z < CO 1 v 0 0 O� Lij v! U cc�� SEE FOUND. PLAN FOR FTG. REQ. I I I s z O 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w A SCHEDULE ON FLOOR PLANS FOR C PLATE TO HEADER WITH LSTA12 BENT OVER Z f— O O W MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 0 ILU NAILS INTO HEADER _ IF PORTIONS OF THIS WALL O OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO z BOTTOM OF FLOOR SYSTEM D OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Z U 1 "=1'-0" Q z 0 0 �� Z 0 M LU z J 0 0 Z 0�CQW Y TWO 3 000 'S N O O ...I Z U JLUW LU �.. z LLj ao= Wo�� p � LU X Z) STRUCTURAL ENG: CFG / BAD - (� DRAFTING 7 F STRUCT: MB ---- J QC CHECK: MRB 1-- JOB No. TM - 2153300 -- - - - w p SCALE: AS INDICATED WDATE: 10/26/2016 W CIO 2 H SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 91N. (3) 2x SYP ITUDS REQ'D )F LANDING W 6d NAILS FROI EDGER TO ST 'ACK -ANDARD (3) 2, "RINGERS W/ MPSON A35 / i .IP TO FLOOR (STEM & LAND LAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE -- --- -- -- L- _ ..... _L........ AM x BEAM PER HEIGHT OF STAIRS 2xJOIST (P.T. IF EDULE REQ'D @ 4'-0" MAX ATTACHING TO OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT INGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d INECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. SEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" - .T UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" t DW ATTACHING TO O.C. MAX. FOR u A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) � SEE SCHEDULE FOR MAX WIDTH OF LANDING 6" MIN. (3) 2x SYP #2 rO DS REQ'D @ END .ANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB SEE PLAN FOR DEPTH SHEATHING OVER NAILS FROM I w 11 & I n r n r-% r--9- w I I GER TO STUD HEIGHT OF STAIRS OF LANDING LANDING ATTACHED STAT K 2x12 STRINGERS ONE (#2 SYP) PER GENERAL FLOOR OF LANDING CONSTRUCTION ON EACH SIDE AND MASONRY WALL OR -' 12'-0" HEADER AND FRAME WALL BEYOND % NOTES 2x JOIST (P.T. IF SUPPORT A SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO 2x8 END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT g_g CROSS SECTION OF BEAM TO LEDGER %; MID SPAN BLOCKING LEDGER w/ (3) 16d 4'-0 " CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. 2x ATTACHED TO TO MATCH JOIST ON EACH SIDE TO EACH STUD. ((2) 1/4" 2x JOIST (P.T. IF BUILT UP COLUMNS (1) 2x12 (1) 2x8 x 3 1/2" TITENS @ 16" DEPTH W/ (3) 10d 2xJOIST LEDGER NDARD (3) 2X12 TURN LANDING O.C. MAX. FOR STRINGERS TO BE MASONRY WALL) NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 9'-0" (3) 16d TOENAILS TOENAILS EACH END IF ATTACHING T( #2 STRINGERS W/ I I I (1) 2x12 (1) 2x8 LEDGER w/ (3) 16d 2x12 STRINGERS ONEI ',' MASONRY WALL' SON A34 / A35 ' TO FLOOR TEM & LANDINC MING SEE PLAN FOR MASONRY WALL OR WOOD WALL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RIS\ MINE OF STEPS © READ DEPTH 3/4 O.S.B. W/ 80 NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN X"�_ 7PE:wDiNGLAANniNG- HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE HEIGHT OF STAIRS BEAM SIMPSON A35 ' j 2x12 STRINGERS ONE (#2 SYP) CONNECTIONS OF LANDING FOR REQUIRED ON EACH SIDE AND MASONRY WALL OR 8'-0" 12'-0" HEADER AND FRAME WALL BEYOND (2) 2x BEAM PER A 2x JOIST (P.T. IF SUPPORT A SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO 2x8 END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT g_g CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d 4'-0 " CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. 2x ATTACHED TO TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" 2x JOIST (P.T. IF BUILT UP COLUMNS (1) 2x12 (1) 2x8 x 3 1/2" TITENS @ 16" 4'-0" BELOW A -A PLAN VIEW @ 180 DEGREE TURN LANDING O.C. MAX. FOR STRINGERS TO BE MASONRY WALL) NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 9'-0" (3) 16d TOENAILS A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RIS\ MINE OF STEPS © READ DEPTH 3/4 O.S.B. W/ 80 NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN X"�_ 7PE:wDiNGLAANniNG- HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS REQUIRED. SEE PLAN 2x12 STRINGERS ONE (#2 SYP) (#2 SYP) OF LANDING FOR REQUIRED ON EACH SIDE AND 2x8 8'-0" 12'-0" HEADER AND ONE @MID -SPAN 6'-0" A 2x6 SUPPORT A W 0 - (3) 2x12 2x8 INFORMATION. A34 @ EA. STRINGER (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 TO LANDING 4'-0 " p < 4C E U ��w (3) 2x12 2x ATTACHED TO 8'-0" I I (2) 2x12 2x JOIST (P.T. IF STRINGER (1) 2x12 (1) 2x8 I I I 4'-0" ATTACHING TO 2x L -BRACE W/ 12d (3) 2x12 IIII 9'-0" MASONRY WALL)CONT 2x8 7'-0" I I I (1) 2x12 (1) 2x8 LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I (3) 2x12 NAILS @ 16" O,C. MAX. ON EACH SIDE AND (2) 2x12 I I I 7,-0" TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN 2x6 I I I I x 3 1/2" TITENS @ 16" (3) 2x12 2x12 I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION 7-4" I I I I SCHEDULE @ END OF 5'-0" Z 6'4" (2) 2x12 LANDING FOR 8'41 (1) 2x12 (1) 2x8 2x6 5'-0" STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) 2x8 9'-0" CONNECT TO. BEAIM WALL SEE PLAN FOR LET -IN FASTEN TO 11 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 0 N MIN. (3) 2x4 SPF #2 A— DISTANCE OF 1-1/2" TO TRUSS W/ (3) Y4" x 3" 3 1/2" COLUMN Z ~ HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" W 0 - (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0 " p < 4C E U ��w (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" 2x L -BRACE W/ 12d (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (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 914" (2) 2x12 2x8 7'-0" 7-4" (1) 2x12 (1) 2x8 2x6 5'-0" Z 6'4" (2) 2x12 2x8 8'41 (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" 11 3Y2 SEE ARCH PLAN I I 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE v 2x4 #2 SPF STUDS Xj I Ix NAILS 2x6 VERTICAL @ 6-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ O.G. MIN. AND @ANY 10d NAILS @ 4" O.C. ( 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). Q H 'S 0 LU • co U� Z}� Z Q U _ c 0 C6 U U z Z 0� O � U) Z O D O J F_ LU Q FOR VERTICAL NOTCH SILL AND H 0 O Z U_' 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE VJ W awn 06 Z os 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS Q Zor-90 PLYWOOD FLOORING W 0 - z (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. Z O W J V) n a��g 3/4"=1'-0" 4, BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID o p < 4C E U ��w UNDER BEAMS LESS THAN 2x12) W LJ. Ott I=- J < Z L, O 2x L -BRACE W/ 12d W W I— (n (D Z U Z Q W fD W L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ANY OPENING 2x4 CONT. TOP Q j Z v z PLATE 11 0 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE Z M M 0 N A— TO TRUSS W/ (3) Y4" x 3" 3 1/2" TO STUDS W/ (2) 16d Z ~ Z 0- DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS w Z 0 F SECTION X -X N.Ts. EQUALLY 0 J U SPACED/CENTERED IN 2x4 #2 SPF STUDS @ ❑ W Q LU 2x4 CONT, TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Q LU ATTACH TOP PLATE TO 2„ 31 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE F - a 0 STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE 3Z" I LOW U)0 00 0 NAILS NAILS I BELOW (OTHERWISE L0 2x4 #2 SPF STUDS @ SEE ARCH PLAN � ATTACH W/ (2) 12d � N O MAX. 4'-0" ABOVE FLOOR I TOENAILS@ BOTTOM) 0 0 ...I z U TOENAILS BOTTOM2x4 #2 SPF STUDS @ X X I ❑ ~ J W z 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z LU i" 0 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TOI 16d TOE NAIL EA. (5 ---) Q O = I ACCOMMODATE 2x I CONT. BRACE & 10d i 0 2LU � 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO ry CIO W 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. _ __- FLOOR SHEATHING 0. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 -"-""" w� O.C.TO ALLOW VERTICAL VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS 7) STRUCTURAL ENG CFG / BAD iY TO SLIDE DOWN TO I ��Allllll/////j U DRAFTING: W M - • o•.•/�j/�qi� CCy LLj ao (2) SIMPSON LSTA24 FACE OF TRUSS rf . e W �y = Z o .SCREWS EQUALLY ❑ �Q ® p U r V J s • ® Q •®is v >. Z Q __ SPACED & CENTERED �� O -STRUCT: MB 111111e®� e m IL O ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS J J Q H 'S 0 LU • co U� Z}� Z Q U _ c 0 C6 U U z Z 0� O � U) Z O D O GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) w UJ FOR VERTICAL NOTCH SILL AND H 0 O Z U_' 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE VJ W awn 06 Z os 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS Q Zor-90 PLYWOOD FLOORING STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS 0 - z (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. Z O W J V) n a��g 3/4"=1'-0" 4, BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID o p < 4C E U ��w UNDER BEAMS LESS THAN 2x12) W LJ. Ott I=- J < Z L, O 2x L -BRACE W/ 12d 2x6 VERTICAL AND W I— (n (D Z U Z Q W fD NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) BASE PLATE PER FLOOR PLAN NOTE: KNEEWALL UJ FOR VERTICAL NOTCH SILL AND IN TRUSS SEE PLAN 0 O _____ 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE W DATE: 10/26/2016 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS PLYWOOD FLOORING STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS 0 - z (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1- 3/4"=1'-0" 4, BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. TO ALLOW VERTICAL UNDER BEAMS LESS THAN 2x12) 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO (D Z c) fD NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ANY OPENING 2x4 CONT. TOP Q j Z PLATE 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE Z M M A— TO TRUSS W/ (3) Y4" x 3" 3 1/2" TO STUDS W/ (2) 16d Z ~ DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS w Z O SECTION X -X N.Ts. EQUALLY 0 J -� SPACED/CENTERED IN 2x4 #2 SPF STUDS @ ❑ Q LU 2x4 CONT, TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Q ATTACH TOP PLATE TO 2„ 31 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE F - a 0 STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE 3Z" I ATTACHED TO TRUSS U)0 00 0 NAILS NAILS I BELOW (OTHERWISE L0 2x4 #2 SPF STUDS @ SEE ARCH PLAN � ATTACH W/ (2) 12d � N 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS@ BOTTOM) 0 0 ...I z TOENAILS BOTTOM2x4 #2 SPF STUDS @ X X I ❑ ~ J W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z LU i" 0 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TOI 16d TOE NAIL EA. (5 ---) Q O = I ACCOMMODATE 2x I CONT. BRACE & 10d i 0 2LU � 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO ry 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. _ __- FLOOR SHEATHING 0. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 -"-""" w� O.C.TO ALLOW VERTICAL VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS 7) STRUCTURAL ENG CFG / BAD TO SLIDE DOWN TO I W/ (2) Y4'x3" SDS U DRAFTING: - (2) SIMPSON LSTA24 FACE OF TRUSS .SCREWS EQUALLY ❑ STRAP (1 EA. SIDE OF __ SPACED & CENTERED -STRUCT: MB STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS -- ---- - _- TO TRUSS W((3) Ya' x 3" L -BRACE @ 6'-0" O.C. & Q QC CHECK: - MRB - - FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING H JOB No. TM - 2153300 FLOOR BEAM SEE Z BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY UJ - _- -- SCALE: AS INDICATED ATTACHED PER PLANSPACED/CENTERED 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHiT OF 7-3/4" IN TRUSS SEE PLAN - _____ 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE W DATE: 10/26/2016 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES z (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1- 3/4"=1'-0" 4, BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. ST1 UNDER BEAMS LESS THAN 2x12) 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. y