Loading...
368 Red Rose Ln 15-1582 (a)GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS ANP/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55E5 ARE TO BE CONSIDERED "NOMINAL (DIMENSIONS" ' OCCUPANCY AND CON5TRUCTION TYPE: _ THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. LOT 6 THORNBROOKE 50 S CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN o)ni;i;5/8 INCH (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE QT,ArxlTr rxi _ -1=1 I=X/ATTnr\l A& SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FIN15HE5: THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b,1 AND A5TM 226. INSTALLATION OF JOB NUMBER 25002.131• EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.6.2 AND A5TM C 1063. CAD FILE NAME LOT 6 TB ISSUED 04-13-15 GARAGE LEFT 5TUCCO CONTROL. JOINTS: REVISED STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES Ad> W SHALL BE CONSIDERED A$ CONTROL JOINTS. •® ®• 1 c EGRESS: TAYLOR MORRISON 1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE "' . ® ll _ t WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. • ' t° FLASHING: - .� I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO TH ORN V ROO T\E U 15 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 CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). COMMUNITY SPECIFIC WINDOW IN5TALL.ATION: STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION 1N5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACHI WINDOW. BEWDWELLING / GARAGE OPENINGS: D11VIS DESIGN GROUP GROUP COV - GENERAL NOTES, INDEX, SPECIFICATIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA 04-13-15 CREATED LOT 5PECIFIC PLAN FOR LOT 6 IN CORE (5.C) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 150 STATE STRE67 EAST 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., 200 AMP THORNBROOKE 50'5 ELEVATION "A GARAGE i _ OUMMAR,MO&DA 34677 5E VICE/PANEL BOX 6-8 DOOR5 THROUGHOUT PAINTED LEFT W/ PLAN OPTION5 INCLUDING: 1 SLAB INTERFACE PLAN FLOOD ZONE REQUIREMENTS: 813 925.1300 TEL R , 813.925. 1800 FAX KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD ADDITIONAL ELECTRICAL OUTLET AT FAMILYZA 1 - FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. WWW.DAVISBEWS.00M WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. ROOM, CEILING FAN PRE -WIRE, FLOOD LIGHT TAMPA • DE-4VER_ ASPHALT 5HINGLE5 (IF APPLICABLE) : EST. 1994 PRE -WIRE, FRONT DOOR GL A55 IN5ERT, 2A2 - FLOOR P LAN DIMENSIONS 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND RW5.2.6.1. ABOVE / UNDER CABINET LIGHTING AT / 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF KITCHEN, MULTI -MEDIA CHA5E AT FAMILY 3 /\ 1 - FRONT E LE\.y /\TION SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF ROOM TRAY CEILING AT DINING AND M45TER A ELEVATION UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE 11 OR A5TM D 615115 REQUIRED 1N ACCORDANCE WITH SECTION 8905.2.1. 5UITE, STEP CEILING AT ROTUNDA POCKET 3A2 - SIDE AND REAR ELEVATIONS ROOF PLAN SLIDING GLASS DOOR AT FAMILY ROOM, (4) / CHIMNEY HEIGHT REQUIREMENTS: RECE55ED CAN L IGHT5 EACH AT M45TER 3A3 -BUILDING SECTIONS FLASHING DETAILS 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST' EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS CD 5UITE, FAMILY ROOM AND DEN, (2) RECE55ED / THROUGH THE ROOF AND MUST BE 2'-011 HIGHER THAN THE ROOF OR RIDGE THAT IS 16-011 AWAY OR CLOSER. CAN LIGHT5 AT LANAI, VENT HOOD OUT5IDE, 4A - ELECTRICAL PLAN TUB AND SHOWER AREA5: Ln LAUNDRY TUB PRE -PLUMB AND ALTERNATE I. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND MA5TER BATH. INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAM( R DATE ��A�iFURD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection DING SANPORD TERMITE PROTECTION: x m I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING P"NETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E LD C �� CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE 0 BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, _ 2, PROTECTION AGAINST DECAY AND TER'11TE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF V+ON�M DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL 0 �r N . r EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, Intoo >>JM L . � 0 0 1 '0 �E��_rn 0 IP `)c N ZrG� EXTERIOR FIN15HE5: THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b,1 AND A5TM 226. INSTALLATION OF JOB NUMBER 25002.131• EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.6.2 AND A5TM C 1063. CAD FILE NAME LOT 6 TB ISSUED 04-13-15 GARAGE LEFT 5TUCCO CONTROL. JOINTS: REVISED STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES Ad> W SHALL BE CONSIDERED A$ CONTROL JOINTS. •® ®• 1 c EGRESS: TAYLOR MORRISON 1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE "' . ® ll _ t WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. • ' t° FLASHING: - .� I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO TH ORN V ROO T\E U 15 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 CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). COMMUNITY SPECIFIC WINDOW IN5TALL.ATION: STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION 1N5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACHI WINDOW. BEWDWELLING / GARAGE OPENINGS: D11VIS DESIGN GROUP GROUP COV - GENERAL NOTES, INDEX, SPECIFICATIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA 04-13-15 CREATED LOT 5PECIFIC PLAN FOR LOT 6 IN CORE (5.C) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 150 STATE STRE67 EAST 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., 200 AMP THORNBROOKE 50'5 ELEVATION "A GARAGE i _ OUMMAR,MO&DA 34677 5E VICE/PANEL BOX 6-8 DOOR5 THROUGHOUT PAINTED LEFT W/ PLAN OPTION5 INCLUDING: 1 SLAB INTERFACE PLAN FLOOD ZONE REQUIREMENTS: 813 925.1300 TEL R , 813.925. 1800 FAX KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD ADDITIONAL ELECTRICAL OUTLET AT FAMILYZA 1 - FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. WWW.DAVISBEWS.00M WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. ROOM, CEILING FAN PRE -WIRE, FLOOD LIGHT TAMPA • DE-4VER_ ASPHALT 5HINGLE5 (IF APPLICABLE) : EST. 1994 PRE -WIRE, FRONT DOOR GL A55 IN5ERT, 2A2 - FLOOR P LAN DIMENSIONS 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND RW5.2.6.1. ABOVE / UNDER CABINET LIGHTING AT / 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF KITCHEN, MULTI -MEDIA CHA5E AT FAMILY 3 /\ 1 - FRONT E LE\.y /\TION SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF ROOM TRAY CEILING AT DINING AND M45TER A ELEVATION UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE 11 OR A5TM D 615115 REQUIRED 1N ACCORDANCE WITH SECTION 8905.2.1. 5UITE, STEP CEILING AT ROTUNDA POCKET 3A2 - SIDE AND REAR ELEVATIONS ROOF PLAN SLIDING GLASS DOOR AT FAMILY ROOM, (4) / CHIMNEY HEIGHT REQUIREMENTS: RECE55ED CAN L IGHT5 EACH AT M45TER 3A3 -BUILDING SECTIONS FLASHING DETAILS 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST' EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS CD 5UITE, FAMILY ROOM AND DEN, (2) RECE55ED / THROUGH THE ROOF AND MUST BE 2'-011 HIGHER THAN THE ROOF OR RIDGE THAT IS 16-011 AWAY OR CLOSER. CAN LIGHT5 AT LANAI, VENT HOOD OUT5IDE, 4A - ELECTRICAL PLAN TUB AND SHOWER AREA5: Ln LAUNDRY TUB PRE -PLUMB AND ALTERNATE I. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND MA5TER BATH. INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAM( R DATE ��A�iFURD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection DING SANPORD TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING P"NETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE 0 BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, _ 2, PROTECTION AGAINST DECAY AND TER'11TE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL 0 EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, Intoo MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV15ION5 OF SECTIONS MI4113. EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOM'S AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE 0 WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF >= THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • ATTENTION GENERAL CONTRACTOR / BUILDER: ..,„„..,....� 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, • DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF O ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S 55 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVI51ON5 OR CHANGES, NOT RELATED • TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. TITLE • COVER SHEET REV. 01-23-2015 GENERAL NOTES V. 0 SHEET • 111 401.0° 22'-0" 3'-6 "x3'-6" A/C PAD 26•811 11.41. (VERIFY LOCATION) HB �n 4'-0" \ x ca G.C. VERIFY ACRYLIC eO = • JOB NUMBER 25002.13>r - 0 J �0 DESIGN GROVP Iw do N V/ ON�cW*� 150 STATE STREET EAST ON LANAI 813 . 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM J� oN -µ� �e�rrrra L L• XX 0 ro a+ J T O 0 c 0 c LL ZSte 3/4" P.Y.C. 0 Z7,20 ELEVATION .� �, C= ¢ CONDENSATION 0'-4" «� DRAIN BY PLUMBER 0— 31-011-211 4'-411 2' 6" "Flite N �, co 11/2" RECE55 FOR POCKET SLIDER N e N ELEVATION AT 0'-0" (ASSUMED) 12'-6" 20'-4" II II II III - N -�l II `t N 611 41.61 T-31111, 3' 1011 81.511 3'-8" 10" 16'-9' 4'-811 1'-411 = KHEAD te\ I /\ P.W. ELEVATION LAV.) ( LAV.) i \ / O0'-4" — ----- --_ _—�,e — TUB/ �I l SHOWER ISI LVIDE WA INE FOR CETMAKER nr—.--1IIS j III I i7i UIL__JI" I.� �I 20'-4" A 6' AA 3A3 20'-5° Lu II II PRE -PLUMB 50 CsAL, ELEVATION W.H. (-) 0'-4" L.T. �Q I'-411 n, r— OILELEVATION (+) 0'-0" e N N PAVERS ELEVATION l ) 0'-4" ,L 8" 19' 4" 8" 6'-011 64" 1-011 1'-0" 5Q, FRAME COL. HB. e ON 1'. 11" AFF, CONC BASE ABV. `n cn ELEVATION ELEVATION ELEVATION 1 = cA 411 N �n x ca LO C '' 0 • JOB NUMBER 25002.13>r - 0 J �0 DESIGN GROVP Iw do N V/ ON�cW*� 150 STATE STREET EAST ISSUED 04-13-15 813 . 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM J� oN -µ� �e�rrrra L L• XX 0 ro a+ J T O 0 c 0 c LL ZSte 0 Z7,20 PAVER DRIVE / LEADWALK • 21-411 161.011 2'-4" 6'-8" 12'-8" 2055 0 20'-811 19'-4" 40'-011 SAi�F0RrJ TITLE SLAB INTERFACE PLAN 0 `r�� - d� AJ1.i1`•� • SHEET • SLAB INTERFACE PLAN_ SCALE: 1/411 I'-0" GARAGE LEFT V. • JOB NUMBER 25002.13>r CAD FILE NAME LOT 6 TB DESIGN GROVP 150 STATE STREET EAST ISSUED 04-13-15 813 . 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER -µ� �e�rrrra XX .� �, C= ¢ 0— "Flite PAVER DRIVE / LEADWALK • 21-411 161.011 2'-4" 6'-8" 12'-8" 2055 0 20'-811 19'-4" 40'-011 SAi�F0RrJ TITLE SLAB INTERFACE PLAN 0 `r�� - d� AJ1.i1`•� • SHEET • SLAB INTERFACE PLAN_ SCALE: 1/411 I'-0" GARAGE LEFT V. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXAIAR, FLORIDA 34677 813 . 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 G = PAVER DRIVE / LEADWALK • 21-411 161.011 2'-4" 6'-8" 12'-8" 2055 0 20'-811 19'-4" 40'-011 SAi�F0RrJ TITLE SLAB INTERFACE PLAN 0 `r�� - d� AJ1.i1`•� • SHEET • SLAB INTERFACE PLAN_ SCALE: 1/411 I'-0" GARAGE LEFT V. 5-I/4" CROWN MOULDING (TYP.) ELEVATION 3 - Ix4 BLOCKS 12 " AFF,1x6 TRIM BD. m 2 - Ix4 BLOCKS OL ELEVATION 9'-I0" AFF, FIELD VERIFY _.._ Ix4 TRIM BD. OPT, ROTUNDA DETAIL CSCALE: 1/2" : I' -m" e NICHE (-) 4" NICHE O 4 M NLCHE DETAIL ASCALE: 1/4" _ 14" 16'-8"x12'-10„ 10'-0" TRAY CLG. I JOB NUMBER 25002.131• FLUSN FRAME 12-OX8-0 TEMP. PKT. SLIDER CAD FILE NAME LOT 6 TB -------- ISSUED 04-13-15 TO FURRING I REVISED �ARCWFROM ae®I�Mlli�/� 641 TO 94` rq I FAMILY ROOM� Q 0 19'-0"x13'-4" \ . o . ; �' VAULTED CLG. . 4; a yam. e s ca z CLG( 12'-0" 2.96:12 0 1.14 41 CLG. SLOPE 2.96:12 "►, VAULT 2 - R/5 Lu I KNEE I WALL Q M. BATH W/ 0.6.8. 9'-4" FLAT CLG. VINYL GPT, 9' 4 +6 CLG. i a 42 N — — V \ l TILE TEMP. GL. a COUNTERTOP / z SWOWER ENOL. r 36x22 I / I j \ ( > 1 I AATTICCE551 I o (o DAVISDEGROVPS ol] WEAR (�D LAV. — — — — — --� R/S \�Q O 150 STATE STREET EAST PURR OUT y��a KITCHEN S 0 o�Ds�, FLORmA �7 WALL FOR 1 813 . 925 . 1300 TEL TEMP. GL.Fill TUB/ 5'-m" TUB VAULTEID CLG.ENOL. ON SWOWER I I c V^VWDAV1SBEWSC0M 42" W. KNEE I VENT WOOD TAA4PA • EWT-J lZ o `r WALL «, I I TO EXTERIOR EST. 1994 o la BATH 2I nr- 4 th I 9'-411 Q ARCH- 0 III CLG. FROM 8'-6" BEDROOM Z I Tog'm" �o (III 11,-0"x10'-2" 1 `� -� - - - = 1 W III o n. 9'-4" FLAT CLG. a� ATTENTION TRU55 MANUF.: �� _j- - — — — I TRAY CLG. IN ROTUNDA V y C 11'-4 CLG. 15 DOWN-FRAMED i< 6�CL O 12' m" CLG. w Q 9 i 1 CPT. VINYL 2.96:12 QLn CLG.A ARCH-( (CLG. c BRKFST VAULT FROM 8'-6" e 0 2.96:12 10'-10'x8 -8 2-64-8 TO 9' m" i I � u I i 5S OPE VAULTED CLG. AA ARCHFROM 3A3 �° 16x6 8 V-6" TO 9'-m" Q � BFp Q 12' 0" CLG. Q 11'-4" CLG.Lu BEDROOM 3 56N. 1 ----- z ------ = - 11'_0,'x10'_0„- 9'-4" FLAT CLG. I �n xo Id IN 1 � Q, v � ARCH u� o - ARCH- FROM 8 6 UTIL. `- -1-� FROM 8'-6" To 9' m° ' � 91-411 I— _ I F- --, 4 I a CLG. 1� i I TO 9 m Io J DRYER o � VENT - O 50 GAL. INSULATE G.C. VERIFY DRYER 12'-m" 9'-4" W.H.WALLS PRE PLUMB I DINING o � VENT BOOSTER FAN CLG. G. LT. CL REQUIRED v, 12'-0"x'11'-6" o A I 10'-0" TRAY CLG. I o LLO�-O` FLAT CLG. _ _J 0 V-4" FLAT CLG. NOTE: F — 1 ALL INTERIOR k i ANGLED WALLS L _ _ >J ARE AT 45° (U.N. OJ , Q'11 o 54"x22" ATTIC ACCE55 z DEN/ Lu _ L.L. _q 12'-0"x11'-6" m 9'-4" FLAT CLG. C) �= Q FLUSH FRAME GA19'-4"x22'-O"AGE A -��W TO FURRING 8'-0" 8'-0" PLT. HT. PAVERS ENTRY two e LINE OF GARAGE DOOR IN OPEN POSITION co (Y -► I I 12'-011 <zn �= I 11r m° CLG. - - _AFF. _ O 2- 26 R.W. SW. v I I HD. AT V -m" ve I6-00-0 O.W. GARAGE DOOR 1'-0" 50. FRAME COL. ON 24" AFF. CONI LIVING 2055 5.1=. REFER To SWEET PAVER DRIVE / LEADWALK BASE GARAGEGARAGE4(00S.P. 2055 2a2 FOR FLOOR PLAN 6"x1'-0" FRAME COL. LANAI 17(o S.F. ON T -m" AFF. CONC • W/ DIMEN61ON5 BASE ENTRY 47 5.1=. TOTAL 5Q. FT, 2130 S.P. TITLE • FLOOR PLAN NOTES SANF RD DETAILS HATCHING LEGEND • IINSULATE WALL ® I FLOOR PLAN NOTES SCALE: 1/4" = I' -m" GARAGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS �c T.O.M. A.G. PAD 9'-4.. (VERIFY LOCATION) 3 - 25 SW. N.B. WD. AT 8'-0" * EGRESS 20" 21" 31" 5311 O.0 WINDOW CALL -OUTS G.G. VERIFY ACRYLIC ON LANAI LANAI „ „ 22'-0 x8 -0 9'-4" PLT. HT. BOTTOM OF LINTEL AT 8' m" AFF. MASTER SUITE T.o.M. I 26" 12 5N 1/2 32 5N 22 5N 32 5N w Ccm 0 co O � I" �l0 o a Z� = 39" 13 5N 1/2 33 5N 23 5N 33 5N J 0 51" 14 5N 1/2 34 514 24 5N 34 5N z 63" 0 15 5N 1/2 35 5N 25 5N 35 5N 1-1 Z 12" 3: 16 51-1 1/2 36 5N 26 5N 36 5N C.G. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, uj u WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER IIII- MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW USED (51NGLE HUNG -51-1, CASEMENT- C5M1, OR FIXED GLA55- F.G.) 16'-8"x12'-10„ 10'-0" TRAY CLG. I JOB NUMBER 25002.131• FLUSN FRAME 12-OX8-0 TEMP. PKT. SLIDER CAD FILE NAME LOT 6 TB -------- ISSUED 04-13-15 TO FURRING I REVISED �ARCWFROM ae®I�Mlli�/� 641 TO 94` rq I FAMILY ROOM� Q 0 19'-0"x13'-4" \ . o . ; �' VAULTED CLG. . 4; a yam. e s ca z CLG( 12'-0" 2.96:12 0 1.14 41 CLG. SLOPE 2.96:12 "►, VAULT 2 - R/5 Lu I KNEE I WALL Q M. BATH W/ 0.6.8. 9'-4" FLAT CLG. VINYL GPT, 9' 4 +6 CLG. i a 42 N — — V \ l TILE TEMP. GL. a COUNTERTOP / z SWOWER ENOL. r 36x22 I / I j \ ( > 1 I AATTICCE551 I o (o DAVISDEGROVPS ol] WEAR (�D LAV. — — — — — --� R/S \�Q O 150 STATE STREET EAST PURR OUT y��a KITCHEN S 0 o�Ds�, FLORmA �7 WALL FOR 1 813 . 925 . 1300 TEL TEMP. GL.Fill TUB/ 5'-m" TUB VAULTEID CLG.ENOL. ON SWOWER I I c V^VWDAV1SBEWSC0M 42" W. KNEE I VENT WOOD TAA4PA • EWT-J lZ o `r WALL «, I I TO EXTERIOR EST. 1994 o la BATH 2I nr- 4 th I 9'-411 Q ARCH- 0 III CLG. FROM 8'-6" BEDROOM Z I Tog'm" �o (III 11,-0"x10'-2" 1 `� -� - - - = 1 W III o n. 9'-4" FLAT CLG. a� ATTENTION TRU55 MANUF.: �� _j- - — — — I TRAY CLG. IN ROTUNDA V y C 11'-4 CLG. 15 DOWN-FRAMED i< 6�CL O 12' m" CLG. w Q 9 i 1 CPT. VINYL 2.96:12 QLn CLG.A ARCH-( (CLG. c BRKFST VAULT FROM 8'-6" e 0 2.96:12 10'-10'x8 -8 2-64-8 TO 9' m" i I � u I i 5S OPE VAULTED CLG. AA ARCHFROM 3A3 �° 16x6 8 V-6" TO 9'-m" Q � BFp Q 12' 0" CLG. Q 11'-4" CLG.Lu BEDROOM 3 56N. 1 ----- z ------ = - 11'_0,'x10'_0„- 9'-4" FLAT CLG. I �n xo Id IN 1 � Q, v � ARCH u� o - ARCH- FROM 8 6 UTIL. `- -1-� FROM 8'-6" To 9' m° ' � 91-411 I— _ I F- --, 4 I a CLG. 1� i I TO 9 m Io J DRYER o � VENT - O 50 GAL. INSULATE G.C. VERIFY DRYER 12'-m" 9'-4" W.H.WALLS PRE PLUMB I DINING o � VENT BOOSTER FAN CLG. G. LT. CL REQUIRED v, 12'-0"x'11'-6" o A I 10'-0" TRAY CLG. I o LLO�-O` FLAT CLG. _ _J 0 V-4" FLAT CLG. NOTE: F — 1 ALL INTERIOR k i ANGLED WALLS L _ _ >J ARE AT 45° (U.N. OJ , Q'11 o 54"x22" ATTIC ACCE55 z DEN/ Lu _ L.L. _q 12'-0"x11'-6" m 9'-4" FLAT CLG. C) �= Q FLUSH FRAME GA19'-4"x22'-O"AGE A -��W TO FURRING 8'-0" 8'-0" PLT. HT. PAVERS ENTRY two e LINE OF GARAGE DOOR IN OPEN POSITION co (Y -► I I 12'-011 <zn �= I 11r m° CLG. - - _AFF. _ O 2- 26 R.W. SW. v I I HD. AT V -m" ve I6-00-0 O.W. GARAGE DOOR 1'-0" 50. FRAME COL. ON 24" AFF. CONI LIVING 2055 5.1=. REFER To SWEET PAVER DRIVE / LEADWALK BASE GARAGEGARAGE4(00S.P. 2055 2a2 FOR FLOOR PLAN 6"x1'-0" FRAME COL. LANAI 17(o S.F. ON T -m" AFF. CONC • W/ DIMEN61ON5 BASE ENTRY 47 5.1=. TOTAL 5Q. FT, 2130 S.P. TITLE • FLOOR PLAN NOTES SANF RD DETAILS HATCHING LEGEND • IINSULATE WALL ® I FLOOR PLAN NOTES SCALE: 1/4" = I' -m" GARAGE LEFT 3'-6"x3'-6" U 100 T.O.M. A.G. PAD 9'-4.. (VERIFY LOCATION) 3 - 25 SW. N.B. WD. AT 8'-0" * EGRESS T.O.M. 9' 4" AFF. O.0 d ..'- 9'-4" FLAT CLG._ Im m FLAT CLC. G.G. VERIFY ACRYLIC ON LANAI LANAI „ „ 22'-0 x8 -0 9'-4" PLT. HT. BOTTOM OF LINTEL AT 8' m" AFF. MASTER SUITE T.o.M. I 16'-8"x12'-10„ 10'-0" TRAY CLG. I JOB NUMBER 25002.131• FLUSN FRAME 12-OX8-0 TEMP. PKT. SLIDER CAD FILE NAME LOT 6 TB -------- ISSUED 04-13-15 TO FURRING I REVISED �ARCWFROM ae®I�Mlli�/� 641 TO 94` rq I FAMILY ROOM� Q 0 19'-0"x13'-4" \ . o . ; �' VAULTED CLG. . 4; a yam. e s ca z CLG( 12'-0" 2.96:12 0 1.14 41 CLG. SLOPE 2.96:12 "►, VAULT 2 - R/5 Lu I KNEE I WALL Q M. BATH W/ 0.6.8. 9'-4" FLAT CLG. VINYL GPT, 9' 4 +6 CLG. i a 42 N — — V \ l TILE TEMP. GL. a COUNTERTOP / z SWOWER ENOL. r 36x22 I / I j \ ( > 1 I AATTICCE551 I o (o DAVISDEGROVPS ol] WEAR (�D LAV. — — — — — --� R/S \�Q O 150 STATE STREET EAST PURR OUT y��a KITCHEN S 0 o�Ds�, FLORmA �7 WALL FOR 1 813 . 925 . 1300 TEL TEMP. GL.Fill TUB/ 5'-m" TUB VAULTEID CLG.ENOL. ON SWOWER I I c V^VWDAV1SBEWSC0M 42" W. KNEE I VENT WOOD TAA4PA • EWT-J lZ o `r WALL «, I I TO EXTERIOR EST. 1994 o la BATH 2I nr- 4 th I 9'-411 Q ARCH- 0 III CLG. FROM 8'-6" BEDROOM Z I Tog'm" �o (III 11,-0"x10'-2" 1 `� -� - - - = 1 W III o n. 9'-4" FLAT CLG. a� ATTENTION TRU55 MANUF.: �� _j- - — — — I TRAY CLG. IN ROTUNDA V y C 11'-4 CLG. 15 DOWN-FRAMED i< 6�CL O 12' m" CLG. w Q 9 i 1 CPT. VINYL 2.96:12 QLn CLG.A ARCH-( (CLG. c BRKFST VAULT FROM 8'-6" e 0 2.96:12 10'-10'x8 -8 2-64-8 TO 9' m" i I � u I i 5S OPE VAULTED CLG. AA ARCHFROM 3A3 �° 16x6 8 V-6" TO 9'-m" Q � BFp Q 12' 0" CLG. Q 11'-4" CLG.Lu BEDROOM 3 56N. 1 ----- z ------ = - 11'_0,'x10'_0„- 9'-4" FLAT CLG. I �n xo Id IN 1 � Q, v � ARCH u� o - ARCH- FROM 8 6 UTIL. `- -1-� FROM 8'-6" To 9' m° ' � 91-411 I— _ I F- --, 4 I a CLG. 1� i I TO 9 m Io J DRYER o � VENT - O 50 GAL. INSULATE G.C. VERIFY DRYER 12'-m" 9'-4" W.H.WALLS PRE PLUMB I DINING o � VENT BOOSTER FAN CLG. G. LT. CL REQUIRED v, 12'-0"x'11'-6" o A I 10'-0" TRAY CLG. I o LLO�-O` FLAT CLG. _ _J 0 V-4" FLAT CLG. NOTE: F — 1 ALL INTERIOR k i ANGLED WALLS L _ _ >J ARE AT 45° (U.N. OJ , Q'11 o 54"x22" ATTIC ACCE55 z DEN/ Lu _ L.L. _q 12'-0"x11'-6" m 9'-4" FLAT CLG. C) �= Q FLUSH FRAME GA19'-4"x22'-O"AGE A -��W TO FURRING 8'-0" 8'-0" PLT. HT. PAVERS ENTRY two e LINE OF GARAGE DOOR IN OPEN POSITION co (Y -► I I 12'-011 <zn �= I 11r m° CLG. - - _AFF. _ O 2- 26 R.W. SW. v I I HD. AT V -m" ve I6-00-0 O.W. GARAGE DOOR 1'-0" 50. FRAME COL. ON 24" AFF. CONI LIVING 2055 5.1=. REFER To SWEET PAVER DRIVE / LEADWALK BASE GARAGEGARAGE4(00S.P. 2055 2a2 FOR FLOOR PLAN 6"x1'-0" FRAME COL. LANAI 17(o S.F. ON T -m" AFF. CONC • W/ DIMEN61ON5 BASE ENTRY 47 5.1=. TOTAL 5Q. FT, 2130 S.P. TITLE • FLOOR PLAN NOTES SANF RD DETAILS HATCHING LEGEND • IINSULATE WALL ® I FLOOR PLAN NOTES SCALE: 1/4" = I' -m" GARAGE LEFT x ca w U 100 OJ N� O.0 d ..'- `. o =j cm L �. L . 0 000 3�E L Ccm 0 co � I" �l0 o a Z� 16'-8"x12'-10„ 10'-0" TRAY CLG. I JOB NUMBER 25002.131• FLUSN FRAME 12-OX8-0 TEMP. PKT. SLIDER CAD FILE NAME LOT 6 TB -------- ISSUED 04-13-15 TO FURRING I REVISED �ARCWFROM ae®I�Mlli�/� 641 TO 94` rq I FAMILY ROOM� Q 0 19'-0"x13'-4" \ . o . ; �' VAULTED CLG. . 4; a yam. e s ca z CLG( 12'-0" 2.96:12 0 1.14 41 CLG. SLOPE 2.96:12 "►, VAULT 2 - R/5 Lu I KNEE I WALL Q M. BATH W/ 0.6.8. 9'-4" FLAT CLG. VINYL GPT, 9' 4 +6 CLG. i a 42 N — — V \ l TILE TEMP. GL. a COUNTERTOP / z SWOWER ENOL. r 36x22 I / I j \ ( > 1 I AATTICCE551 I o (o DAVISDEGROVPS ol] WEAR (�D LAV. — — — — — --� R/S \�Q O 150 STATE STREET EAST PURR OUT y��a KITCHEN S 0 o�Ds�, FLORmA �7 WALL FOR 1 813 . 925 . 1300 TEL TEMP. GL.Fill TUB/ 5'-m" TUB VAULTEID CLG.ENOL. ON SWOWER I I c V^VWDAV1SBEWSC0M 42" W. KNEE I VENT WOOD TAA4PA • EWT-J lZ o `r WALL «, I I TO EXTERIOR EST. 1994 o la BATH 2I nr- 4 th I 9'-411 Q ARCH- 0 III CLG. FROM 8'-6" BEDROOM Z I Tog'm" �o (III 11,-0"x10'-2" 1 `� -� - - - = 1 W III o n. 9'-4" FLAT CLG. a� ATTENTION TRU55 MANUF.: �� _j- - — — — I TRAY CLG. IN ROTUNDA V y C 11'-4 CLG. 15 DOWN-FRAMED i< 6�CL O 12' m" CLG. w Q 9 i 1 CPT. VINYL 2.96:12 QLn CLG.A ARCH-( (CLG. c BRKFST VAULT FROM 8'-6" e 0 2.96:12 10'-10'x8 -8 2-64-8 TO 9' m" i I � u I i 5S OPE VAULTED CLG. AA ARCHFROM 3A3 �° 16x6 8 V-6" TO 9'-m" Q � BFp Q 12' 0" CLG. Q 11'-4" CLG.Lu BEDROOM 3 56N. 1 ----- z ------ = - 11'_0,'x10'_0„- 9'-4" FLAT CLG. I �n xo Id IN 1 � Q, v � ARCH u� o - ARCH- FROM 8 6 UTIL. `- -1-� FROM 8'-6" To 9' m° ' � 91-411 I— _ I F- --, 4 I a CLG. 1� i I TO 9 m Io J DRYER o � VENT - O 50 GAL. INSULATE G.C. VERIFY DRYER 12'-m" 9'-4" W.H.WALLS PRE PLUMB I DINING o � VENT BOOSTER FAN CLG. G. LT. CL REQUIRED v, 12'-0"x'11'-6" o A I 10'-0" TRAY CLG. I o LLO�-O` FLAT CLG. _ _J 0 V-4" FLAT CLG. NOTE: F — 1 ALL INTERIOR k i ANGLED WALLS L _ _ >J ARE AT 45° (U.N. OJ , Q'11 o 54"x22" ATTIC ACCE55 z DEN/ Lu _ L.L. _q 12'-0"x11'-6" m 9'-4" FLAT CLG. C) �= Q FLUSH FRAME GA19'-4"x22'-O"AGE A -��W TO FURRING 8'-0" 8'-0" PLT. HT. PAVERS ENTRY two e LINE OF GARAGE DOOR IN OPEN POSITION co (Y -► I I 12'-011 <zn �= I 11r m° CLG. - - _AFF. _ O 2- 26 R.W. SW. v I I HD. AT V -m" ve I6-00-0 O.W. GARAGE DOOR 1'-0" 50. FRAME COL. ON 24" AFF. CONI LIVING 2055 5.1=. REFER To SWEET PAVER DRIVE / LEADWALK BASE GARAGEGARAGE4(00S.P. 2055 2a2 FOR FLOOR PLAN 6"x1'-0" FRAME COL. LANAI 17(o S.F. ON T -m" AFF. CONC • W/ DIMEN61ON5 BASE ENTRY 47 5.1=. TOTAL 5Q. FT, 2130 S.P. TITLE • FLOOR PLAN NOTES SANF RD DETAILS HATCHING LEGEND • IINSULATE WALL ® I FLOOR PLAN NOTES SCALE: 1/4" = I' -m" GARAGE LEFT REFER TO 5NEET 2A FOR FLOOR PLAN W1 NOTE5 JOB NUMBER 25002.13r CAD FILE NAME LOT 6 TB ISSUED 04-13-15 REVISED �� allll�pp _ ••�••®•m••w s® ic7 Gk ep hN y DAVIS BEWS DESIGN GROUP 150 STATE STR,Hh'1- EAST OLDSMAR, FLORIDA 39677 813.925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • I7El JV �- EST. 1994 C) Ln 0 7p 0 1 0 00 0 :20 5 5 4' At 1, ! t .ar;. FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" = I' -O" GARAGE LEFT II LHL .II .I X m U rO 0 1 0, N1 y MM0) � C, �IIIII N N '� r M ` LoO d • 0 0 `? c J 0 ...0 = co E �r �rn L �}iN 0 0-c 0 4§ ZVLCh JOB NUMBER 25002.13r CAD FILE NAME LOT 6 TB ISSUED 04-13-15 REVISED �� allll�pp _ ••�••®•m••w s® ic7 Gk ep hN y DAVIS BEWS DESIGN GROUP 150 STATE STR,Hh'1- EAST OLDSMAR, FLORIDA 39677 813.925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • I7El JV �- EST. 1994 C) Ln 0 7p 0 1 0 00 0 :20 5 5 4' At 1, ! t .ar;. FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" = I' -O" GARAGE LEFT II LHL .II 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATIO1` TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.6.1 AND 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE R103.62, AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 N r x m CAD FILE NAME LOT 6 TB U too TAMPA w DENVER. ISSUED 04-13-15 OJ REVI� 0 cli M off N m i `4W.wwwww �I >3JM (,1a ` ` LL D co ON 00 � `°°' w t w " ,Q CSI 0 0 ["ti cq a w w lLL �rn Cg THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATIO1` TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.6.1 AND 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE R103.62, AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 N JOB NUMBER 25002.13 x m CAD FILE NAME LOT 6 TB U too TAMPA w DENVER. ISSUED 04-13-15 OJ REVI� 0 cli M off N m i `4W.wwwww �I >3JM (,1a ` ` LL D co ON 00 � `°°' w t w " ,Q CSI 0 0 ["ti cq a w w lLL �rn Cg o p ,}�N fp . 00 cc� Z�L� w a r'�®� V` .�•y JOB NUMBER 25002.13 CAD FILE NAME LOT 6 TB 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.C.OM TAMPA w DENVER. ISSUED 04-13-15 REVI� `4W.wwwww �I (,1a ' Olt `°°' w t w " ,Q CSI • � ["ti cq a w w i^�8 Cg w a r'�®� V` .�•y REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER "T LO VERDEGORATIvE 6" BANDING KEYSTONE DETAIL 12 `-SHINGLE STUCCO 12 SCALE: 3/4" : I' -m" 6 ROOF FIN15H 6 I 12 20" DIA. DECORATIVE �, � Q 6 LOUVER 12 J 12 6" BANDING 6 12 6 KEYSTONE Q 6 (TYP) (SEE DETAIL) G.G. VERIFY ALUM. PLT. HT. 6" BANDING OVER 2x6 50-FA5CIA SADDLE co 6" BANDING (TYPICAL) �-STUCCO FINISH T.O.M. BEYOND STUCCO _ I' -S.. = T.O.M. FINISH FG. a" BANDING TEXTURED FINISH .0 DECORATIVE Ln 6" BANDING ❑ ❑ ❑ ❑ ❑ a SQ. FIXED SHUTTER 6 BANDING. ❑ � LLij❑ F-1 El 1:1 F-1 F-1 El E e FINISH FLOOR LINE " "' `v FINISH FLOOR LINE I 1 0 GRADE LINE L TEMP. 5Q. 6 BANDING Z (ASSUMED) FRAME COLUMN 0 SIDE LT. W1 TUSCAN BASE AND G.C. VERIFY TEMP. CAPITAL BY HB AND G 0 FRONT ELEVATION GLASS INSERT FOR FRONT DOOR, M %� SCALE; I/4" : 1'-0` 00 0 F� >m 0 < 2055 X011 L0 SANF 0F,D ELEVATION "All GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.C.OM TAMPA w DENVER. �a EST. 1994 F �— G.G. VERIFY ALUM. PLT. HT. 6" BANDING OVER 2x6 50-FA5CIA SADDLE co 6" BANDING (TYPICAL) �-STUCCO FINISH T.O.M. BEYOND STUCCO _ I' -S.. = T.O.M. FINISH FG. a" BANDING TEXTURED FINISH .0 DECORATIVE Ln 6" BANDING ❑ ❑ ❑ ❑ ❑ a SQ. FIXED SHUTTER 6 BANDING. ❑ � LLij❑ F-1 El 1:1 F-1 F-1 El E e FINISH FLOOR LINE " "' `v FINISH FLOOR LINE I 1 0 GRADE LINE L TEMP. 5Q. 6 BANDING Z (ASSUMED) FRAME COLUMN 0 SIDE LT. W1 TUSCAN BASE AND G.C. VERIFY TEMP. CAPITAL BY HB AND G 0 FRONT ELEVATION GLASS INSERT FOR FRONT DOOR, M %� SCALE; I/4" : 1'-0` 00 0 F� >m 0 < 2055 X011 L0 SANF 0F,D ELEVATION "All GARAGE LEFT ----------------------- 7 -------------------------- — i I I L -------------\Q ------------� ROOF VENT REQUIREMENTS HATCHING INDICATES i I G.C. VERIFY THAT 656.915Q. IN, RECE55 IN TRUSSES FOR I OF VENTILATION THROUGH UPPER i TRAY CLG. BELOW (TYP,) I 2/3 OF ROOF 15 REQUIRED. I VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S i uj t i SPECIFICATIONS OF NET FREE AREA PER VENT. W I I pC I I AAAI I � I 3A3 � I I I i I J�� 1T T I i KNEE WALL J II UA I pII SADDLE II I w I, II� Q ----------------- Li L------------ ----------'-� LU Q Loam I -0 TYP. OVERHANG AT HIP (U.N,O.) ROOF PLAN. SCALE: 1/8" - I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL 6HOW5 THE TYPICAL THICKNE55 o OF ALL RA15ED TEXTURED FIN15H BANDING -� TV TV AND SAND FINISHED KEY5TONE5 (WHERE x APPLICABLE) IF THICKNE5515 TO BE o DIFFERENT IT WILL BE CALLED OUT AT Lu SPECIFIC KEYNOTE CALL -OUT UJ THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R1031o.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UR-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 5HINGLE ROOF 6 2 L SHINGLE 5HINGLE ROOF ROOF 12 STUCCO FIN15Ha 6 T.O.M. T.OM. _ TDM. •JOB NUMBER 25002.13r 71 1 IN, tt� - CAD FILE NAME LOT 6 TB /,� ISSUED 04-13-15 TEXTURED TEXTURED 2 0° REVIS FIN15H 7 TEMP. FINISH 7 Ll * 6' RETURN -7T76i®® i AT 51DE5 ...«... FIN15H FLOOR LINE t'. _ _ _ _ FIN15H FLOOR LINE .••` °®. " ;o 41k• �` cz rm GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/8" : I' -(D" Af 12 ro 12 LSHINGLE 6 ROOF � T.O.M./` T.oM, gig X 2 0A. I I LD_ DAMS BEWS C U ro DESIGN GPOVP 150 STATE STR.F.ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX N , TAMPA • DE -4VE-R EST. 1994 (0A 0N�CM -/ �r N d . —1 ` >tJM V L °ALL 0.0 N c ti :2 30,0 oo �Go 3�E r L L . 0.i+ N �co 4 or o z STUCCO FIN15Ha 6 T.O.M. T.OM. _ TDM. •JOB NUMBER 25002.13r 71 1 IN, tt� - CAD FILE NAME LOT 6 TB /,� ISSUED 04-13-15 TEXTURED TEXTURED 2 0° REVIS FIN15H 7 TEMP. FINISH 7 Ll * 6' RETURN -7T76i®® i AT 51DE5 ...«... FIN15H FLOOR LINE t'. _ _ _ _ FIN15H FLOOR LINE .••` °®. " ;o 41k• �` cz rm GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/8" : I' -(D" Af 12 ro 12 LSHINGLE 6 ROOF � T.O.M./` T.oM, gig TEXTURED r FINISH O JI o� FIN15H FLOOR LINE TEMP. _ _ FIN15H FLOOR LINE FIN15H FLOOR LINE Ln GRADE LINE REAR ELEVATION (ASSUMED) SCALE: 1/8 = 14" 0 0 No M ne 0 W 12 6� 12 Q h L SHINGLE ROOF ♦o T.D.M. >7 /TEXTURED /TEXTURED FIN15H FIN15H /l l a, FINISH FLOOR LINE - - - - - - - _ _ _ _ _FINISH FLOOR LINE GRADE LINE • (ASSUMED) RIGHT ELEVATION SCALE: I/8" 14 2055 gUlLp�� • `'4iilF�y® TITLE • c� SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS 7• • SHEET • ELEVATION "All -3A2 GARAGE LEFT • 0A. I I LD_ DAMS BEWS DESIGN GPOVP 150 STATE STR.F.ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DE -4VE-R EST. 1994 TEXTURED r FINISH O JI o� FIN15H FLOOR LINE TEMP. _ _ FIN15H FLOOR LINE FIN15H FLOOR LINE Ln GRADE LINE REAR ELEVATION (ASSUMED) SCALE: 1/8 = 14" 0 0 No M ne 0 W 12 6� 12 Q h L SHINGLE ROOF ♦o T.D.M. >7 /TEXTURED /TEXTURED FIN15H FIN15H /l l a, FINISH FLOOR LINE - - - - - - - _ _ _ _ _FINISH FLOOR LINE GRADE LINE • (ASSUMED) RIGHT ELEVATION SCALE: I/8" 14 2055 gUlLp�� • `'4iilF�y® TITLE • c� SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS 7• • SHEET • ELEVATION "All -3A2 GARAGE LEFT • 3 'TAB 25 YR SHINGLE ON 15y FELTOVER ROOF' E RING SPECIFIED NAILING 15# FELT SCHEDUIE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. 0 ti N' 12HURRICANE STRAP PER ., ...,.._, ROOF FRAMING PLAN PITCH W 00) OLDSMAR, FLORIDA 34677 Q ELEV. I PER � x,".z.- Lo t I cm > co `` p��• _ 50# FELT OVER � -1 T O 00 0� P, 0g 0 METAL FLASHING ` r m o W � �n t� r: ` HGT. CONT I.E, f;0C7F PER ' �" 18"x18" METAL CONTRACT w/1 ARMETAL E?EiWEFLASH9NG EN ES FLASHING AN SHINGLES a� r �BRG, — .-ALUM. DRIP EDGE -,.2x6. FASCIA FLASHING ` r .— SHINGLE PER F CONTRACT N.VENTS. "D Atl 1M. SOFFIT �—SHEATH & EXT. FINE i WINDOW FLASHING AS REO'0 1x4 9NINDOW TRIM .... DBI... HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER FOLD LIP WEATHER dESISIIVE BARRIER & FASTEN RESISTIVE TEMPORARILY SECURE AS NECESSARY AS NECESSARY IN BARRIER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INIELIR�A1 [': INSTALLATION C)I' WEATHER RESISTIVE BARRIER WITH CORNERS THROUGH �� FLASHINGI TO FORM WATER :;REDOING LAPSE j FOLD UP WEATHER v n FL..ASHING \ y\ � HARRIER ABC3VF HEADER 7O 2. SCORE. & F� ' `' - RESISTIVE BARRIER & 1EMPORARILY SECURE WEAfHER Fx7FRIOR FXTERIFIING ALLOW FORGFLA INGFINSIALJ3I_A1'IVE' TION RESISTIVE: BARRIER N2! SIi 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER >s WALL. PER PLAN TAPE- SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RI;: isTiVE BARRILR TAPEWEATHER (ASSEMBLED r `.� RESISTIVE BARRIER WINDOW 250 Gi PLASHING vP SILL PLATE DETAIL B (SEE L���t FLASHING DO NOT FLASH � � Q (2) FOR OPTIONS) Cyt V�5 _._ I�- OVER BOTTOM: NAILING FLANGE 4 �` P'� CORNER PATCH 6" 5"x5" METAL FLASHING w/TAR BETWEEN HEAD FLASHING "UIS: -IN FI..A1,I G ANL] SHINGL INSTRUCTIONS: RUN KICKOU"1' FLASHING 6" NOTES` 2 O PAST EDGE OF ROOF 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE: 1, FLASHING TO BE FLEXIBLE SEI F. -ADHESIVE TYPE (MIN. ! ROO F ER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RES15TIIVE BARRIER FROM 70P OF -.. FLASHING WINDOW 2. INSTALL HEAD FLASHING 'UNDER SILL PLATE WEATHER RE51S1"IVE BARRIER NOTES: 1 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3, FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE. TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER 1I0 FORM WATER SHl 1:7DING I.,APS (MIN. 6" WIDE') (� n TYPICAL ROOF TO WALL FLASHING DETAIL Z. INSTAl.I„ FI. A":;h°IING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN VIEW TYTYPICAL WINDOW FLASHING DETAIL TY 3, MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 2717 -7377 SECTION 703.8 1 :. :> _<,; G,..._ EXTERIOR L. . EXTERIOR WALL. ENVELOF='E SHALL_ INCLUDE FLASHING AS L NG WITH A JAI.. � � I I ILIA, RESTS I AN L EXTERIOR WALL ENVI I._(J{ F.. I IL L XTERIOI� WALL. SF�ALI_. PROVIDE THE L3UILID [DESCRIBED IN SECTION R703,8, FBRC. THE 'EXTERIOR WALL ENVELOPE SHALI.. BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL- ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. AL_I,. EXTERIOR FINISHES Q.PTION • A SHALL BE APLIED IN ACCORDANCE WIIH Ii -LE MANUFACTURER'S :SPECIFICATIONS OR IN`.__;'ALLA I.(ON INSTRUCTIONS. FLASHING ASPHALT SAIURAIED FELT FRLE FROM HOLES AND BREAKS, WEIGHING NO'1 ',LESS 1HAN 14 POUND`: PER 100 SQUARE FEE.i (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN W0 E �WF-ATHER- RFSISTAN T MATERIAL.... SHALL.. BE APPLIED OVER STUfJ`.'a OR SHEATHING OF AI_.I- EXTERIOR WAI....I...S AS REQUIRED BY TABLE 8703.4. SUCH a 26N . OTHER APPROVED / sIDIN�> .,,. FELT OR MATERIAL_. SHALL BE APPLIED HOR17C7N TAI.,I.. Y, WITH T1 -IE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 IL'J(::HF S (51mm). WHERE JOINTS SILL PLATE(_7(.'CUR, FELT `,HAI....I_ BE LAPF'L._I..) NOT LESS THAN 6 INCHES ('152 rnrrt) SEE NOTE �/' DCORROSION—RESISTIVE FLA`�;HING `::;HALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS "O PREVENT ENTRY OF WATER INTO THE WALL APPROVED � CAVITY PENETRATION OF WATER TO THE STRUCTURAL F I`, A;MINIG COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND �AV T WAI.I.. SHEA�IHING SHALL BE INSTALLED TO PREVENT WATER FROM REEN-IE.RINC� IHS EXTERIOR WALL ENVELOPE. APPROVECI CORROSION RESISTANT FLASHING SHALL BE: INSTALLED AT ALL OF NOTES: THE FOI.._LOWING I._OC'.ATIONS: 1. FLASHING TO BE FLEXIBLE SELF --ADHESIVE TYPE (MIN. 6" WIDE) T 2. RIEMOVE. WEATHER RESISTIVE BARRIER FROM IC��i OI WINDOW SILL I l„A E _ = , 'S; SUCH A MANNER AS TO BE LEAKPROOF EXCEPT THAT SELF--- FLASHING WINDOWS FlAVING A CONTINUOUS 1 . A T IO OF ALL EXTERIOR WINDOW AND DOOR OPENIN v,._, II � � Ii 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER 'THE SHEATHING MA"T"ERIAL AROUND THE.: PERIMETER OF 'THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE �,. 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT S r : ... OMITTED WHEN SPECIFIC'AI,.LY-APPROVL: D BY THE BUILDING OFFICIAL, AAD AI.. f I,,,.A.�HILJG:; �JA,V8L.3 EL.ASf IIIJG MAY ALSO BE OMI E,.) ,.., FI ITN `.. ., � , , ,� S r^N WITH FRAME OR STUCCO WALLS W11 -H PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 2. A I I i IL. INTERSECTION VI CHIMNEY) OR CJ TI TER MA.�(_,NL,,'r CONSTRUCTION FRUOTIO r 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS COPINGS: 5. UNDER AND AF .THE ENDS OF MASONRY, WOOD OR MF: I AL. C;OPiNGS AND Sll_1..S. TYPICAL H D I T SI' PLATE 4. CONTINUOUSLY ABOVE AILL I.: ROJEC; I TNG WOOD TRIM. 5, WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION. N.T.S. 6.AT WAL._L., AND F OOF INTERSECTIONS. 7. A.I BUILT—IN GUTTERS. 40'-0" (VERIFY W/ T%55 MANUR) 12 12 6� a6 -■--- ROOF TRUSSES AT 24" O.C. (TYPICAL) TRAY GLG. 2.96 0 12 BR. 3 _ BRK ST. - W JOB NUMBER 25002.13 CAD FILE NAME LOT 6 TB ISSUED 04-13-15 REVISED r\® r�r® SECTION AA -�.-:., ��* •WWW �,� � l pr\"a LL ,;rAl P, I/A": I'-oll W.: e�' Wc%j z �w R m W v "./ . EI l O I/2" THICK SANE) FINISH KEYSTONE IIF APPLICABLE) RA15Ep SAND FINISH TEXTURED BANDING �k GI_PAR OPFNINn NFIGPT� x 0 C U LoLo o 0 ti N' W 00) OLDSMAR, FLORIDA 34677 Q .0 N� N (D , W W W.DAVISBEWS.COM TAMPA • DENVER Lo t I cm > co `` p��• � -1 T O 00 0� P, 0g 0 E ILL � Cj r m o W � �n t� r: zr2°. W JOB NUMBER 25002.13 CAD FILE NAME LOT 6 TB ISSUED 04-13-15 REVISED r\® r�r® SECTION AA -�.-:., ��* •WWW �,� � l pr\"a LL ,;rAl P, I/A": I'-oll W.: e�' Wc%j z �w R m W v "./ . EI l O I/2" THICK SANE) FINISH KEYSTONE IIF APPLICABLE) RA15Ep SAND FINISH TEXTURED BANDING �k GI_PAR OPFNINn NFIGPT� TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3” - 1'-0" 5HEATHING PER PLAN 3 15" FELT DRAINAGE PLANE 5 1/5" STUCCO THICKNE55 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5 5/811 STUCCO R E E T CO 0 C M NTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU z u - s DAVIS BEWS C) W 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 Q Lu W W W.DAVISBEWS.COM TAMPA • DENVER -_�-� EST. 1994 > TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3” - 1'-0" 5HEATHING PER PLAN 3 15" FELT DRAINAGE PLANE 5 1/5" STUCCO THICKNE55 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5 5/811 STUCCO R E E T CO 0 C M NTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU 11 ff Aft I WEEP SCREED DETAIL0 PER M.G.D. ENGINEERING SCALE: 3" - 1'-0" a��F ��Of1 R 1N,E�\ E LEVATION GARAGE LEFTV_ --*j • -TI TLE • BUILDING SECTION FLASHING DETAIL DETAILS • SHEET • ll s DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -_�-� EST. 1994 11 ff Aft I WEEP SCREED DETAIL0 PER M.G.D. ENGINEERING SCALE: 3" - 1'-0" a��F ��Of1 R 1N,E�\ E LEVATION GARAGE LEFTV_ --*j • -TI TLE • BUILDING SECTION FLASHING DETAIL DETAILS • SHEET • 4/0 ALU. CABLE x w MAIN DISCONNECT METER C A/C DISC. —tea EST. 1994 COMBO - SQUARED J �W i N~ p000) TYP. M4 AND X12 COPPER TO REFER TO FLOOR L. >•;JM INSIDE LIGHTS AND OUTLETS ��'�. PLAN FOR NOTED MAIN DISC. 000 PANEL AMPS. REQUIRED 90 COPPER t0 r 0� o � WATER HEATER AL UNDERGROUND 18 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND !ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LECTfRICAL 'KED NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED DUPLEX CONVENIENCE OUTLET EXHAUST FAN ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. { DUPLEX OUTLET A50VE COUNTER EXHAUST FAN/LIGHT COMBINATION K,P WEATHERPROOF DUPLEX OUTLET ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 2• UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: Q.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 CHIMES (OPTIONAL) SWITCHES.... 42" HALF -SWITCHED DUPLEX OUTLET Ei F'U6H5UTTON SWITCH (OPTIONAL) OUTLETS ..... 1411 SPECIAL PURPOSE OUTLET ® CARBON MONOXIDE DETECTOR TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVI6ION...14" DUPLEX OUTLET IN FLOOR sp SMOKE DETECTOR 220 VOLT OUTLET 5p CM SMOKE / CARBON MONO. COM50 DETECTOR 3. ALL SMOKE DETECTORS SHALL 5E HARDWIRED INTO AN ELECTRICAL POWER WALL SWITCH FQ TELEPHONE (OPTIONAL) SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 13 THREE-WAY SWITCH M TELEVISION (OPTIONAL) 14 FOUR-WAY SWITCH Q THERMOSTAT 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING $ D DIMMER SWITCH 1 ELECTRIC METER ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, COMBINATION CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE TYPE AF.C.I. -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �. ELECTRIC PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2008 406.11 WALL MOUNTED INCANDESCENT LIGHT FIXTURE DISCONNECT SWITCH i0 RECESSED INCANDESCENT LIGHT FIXTURE ® SPEAKER (OPTIONAL) 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). LIGHT FIXTURE WITH PULL CHAIN c�7 ROUGH -IN FOR OPT. CEILING FAN TRACK LIGHT v J 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL FLUORESCENT LIGHT FIXTURE c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA 1OA-05, NEC. 2008, 2010 F$.C, RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ROUGH -IN FOR OPT. CEILING FAN G J ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUF KING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N 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. COM51NATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. W.P. / G.F.I. FOR T116. SERVICE ELEC. METER ~�- G.C. VERIFY: LOCATION OF FLOOD LIGHT PRE-WIRES --------------------- — TO SWITCH AT -- FAMILY ROOM ITE ,-,/ RouGH-IN \ _ FOR OPT. mv O� ,O` LANAI FANUGHT O, GRI. Ci \I . SD TO FLOOD I O✓� ~'`�� r f I ( LIGHTS - cm FAMILY ROOM O SD \ --�_ ��,..,��ROUGH-IN G.C. VERIFY: LocAtloH ZA14 G.C. VERIFY LOCATION FOR FAN/LIGH of DIRECTIONAL SC IN WALL WIRE CHASE I �> RECESSED CAN LIGHTS IN FAMILY ROOM. I I I OPT. OPT. COAC44 COACH LIGHTING ---- LIGHTING MICROWAVE OUTLET +14" VENT HOOD Irn Cv=c:llrw JOB NUMBER 25002,13r CAD FILE NAME LOT 6 TB ISSUED 04-13-15 REVISED x w zi - I DAVIS SEWS DESIGN GROUP C to UrO 0 —tea EST. 1994 0 J �W i N~ p000) IN N N r L. >•;JM `L. ��'�. 000 r 0� o � AL JOB NUMBER 25002,13r CAD FILE NAME LOT 6 TB ISSUED 04-13-15 REVISED lie 2055. �uVLD/NG SANK ORD Rl4, ELECTRICAL PLAN_ GARAGE LEFT zi - I DAVIS SEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER —tea EST. 1994 lie 2055. �uVLD/NG SANK ORD Rl4, ELECTRICAL PLAN_ GARAGE LEFT GENERAL NOTES OTHERWISE ON THE DRAWINGS. F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. WIND SPEED (ALLOWABLE) 108 mph FOUNDATIONS CEIUNG IC NSTRUCTION BUILDING TYPE V B COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS 1. USE 1/2- CEILING OR SAG RESISTANT BOARD FOR 24"O.C. FRAMING UNLESS BEND ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 7, PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS AREA MINIMUM BEARING CAPACITY 2000 PSF SPACE IS ABOVE THE GARAGE. FOUNDATION DETAILS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TERMITE TREATMENTLIVING UNDER STAIR PROTECTION 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, FIELD REPAIR NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 1. OMITTED REBAR 20 SUBTERRANEAN TERMITES OR A PERIMITER TREATMENT(BORACARE) MAY BE USED, IN ACCORDANCE WITH RILES AND LAWS ESTABLISHED Bl' THE FLORIDA SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH UPDATE ELEV. G 2010 CODS -JACKSONVILLE PROHIBITED. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1/2-INCH(12.7MM) GYPSUM BOARD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S CAST IN PLACE CONCRETE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE 100+ 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, GARAGE DOORS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DtAMETERS(EXCLUDING BEND). WIND PRESSURE/ SUCTION 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 55 I' WOOD CONSTRUCTION CONFORMING TO ASTM A-615 GRADE 40. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN STRAPS/CONNECTORS STRAPS/CONNECTORS OF EQUAL OR S MAY SUBSTITUTE STRAPw 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 G50 ZINC COATING GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, BUILDING CORNERS. WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE EFFECTIVE AREAS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. SHALL BE SPRUCE- PINE-FIROR EQUIVALENT. NO. 2 GRADE SHALL BE USED 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE BE USED FOR RISERS & TREADS ILO 2x12'S REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. PRESSURE TREATED. WOOD. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING PREFABRICATED WOOD TRUSSES 5. OMITTED J -BOLT BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY AT EACH END SHALL B E PROVIDED. 6. MINIMUM LAP SPLICES E ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT STRUCTUMSTEEL -1/2'"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, CENTER TO UPPER 1 /3 THE SLAB. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE BOLTS AND THREADED RODS FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: 7. MORTAR JOINTS U.N.O. 1. ALL BOLTS &THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE A36 Fy=36 KSI. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.Q. ALL ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE BY TRUSS ENGINEER OF RECORD THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL EPDXIED INTO TIE BEAM OR FOOTING 3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH 3, PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. WITH THE LATEST EDITION OF ANSI TPI 1. A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT IS TO BE PRESSURE TREATED. MASONRY WALL CONSTRUCTION 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, MANUFACTURER UNLESS NOTED ON PLANS FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" UNO. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS OF 2000 PSI (f'm = 1900 PSI) ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS VERTICAL CELLS PER PLAN 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". TRUSS DESIGN LOADS : MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. VALUES AS FOLLOWS: 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM ROOF TOP CHORD : LL = 20 PSF FOR 6:12 SLOPES OR GREATER) 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 (TRUSS MNF. MAY TAKE REDUCTION PSF SHINGLE TYPE ROOF COVER) BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PSI. DL = 10 DL = 20 PSF TILE TYPE ROOF COVER) PROTECTION. Ft = 1500 Ft = 1700 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH DL = 14 PSF AT OVERBUILT 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT BOTTOM CHORD : DL = 10 PSF STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" DESIGN LIVE LOADS (MINIMUM): SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND A FLOORS - 40 PSF B BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. C DECKS - 40 PSF D STAIRS - 40 PSF 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED E ROOFS - 20 PSF Fc 1 = 900 Fc 1 = 900 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. DESIGN PRESSURES OTHERWISE ON THE DRAWINGS. F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. WIND SPEED (ALLOWABLE) 108 mph 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BUILDING TYPE V B COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW EFFECTIVE WIND BEND ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. (+) VALUE DENOTES PRESSURE 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. 7, PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS AREA EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. MANUFACTURER'S DRAWINGS FOUNDATION DETAILS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" (+)21.2 10 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, FIELD REPAIR NOTES GENERAL DETAILS METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW 1. OMITTED REBAR 20 OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED UPDATE ELEV. G 2010 CODS -JACKSONVILLE PROHIBITED. REBAR„ AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE 50 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S ADDED ELEV B SIDE ENTR-�' GARAC�E OPT. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE 100+ 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. GARAGE DOORS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL GRATED ELEV. D FRONT LOAD w/PKT SCxD OPT, 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. c FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DtAMETERS(EXCLUDING BEND). WIND PRESSURE/ SUCTION CONCRETE CONSOLIDATION. �5 j 4 4 55 I' WOOD CONSTRUCTION 2. STRAP /CONNECTOR SUBSTITUTION CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN STRAPS/CONNECTORS STRAPS/CONNECTORS OF EQUAL OR S MAY SUBSTITUTE STRAPw 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, BUILDING CORNERS. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. EFFECTIVE AREAS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 3. STAIR CONSTRUCTION DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION SHALL BE SPRUCE- PINE-FIROR EQUIVALENT. NO. 2 GRADE SHALL BE USED 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS REGARDLESS OF SPECIES. BE USED FOR RISERS & TREADS ILO 2x12'S 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. METAL STUD SUBSTITUTION 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 5. OMITTED J -BOLT AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DRILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN EMBED. DURABLE OR PRESERVATIVE -TREATED WOOD. -1/2'"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 5. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY USED ILO 1/2" J -BOLT. (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS DESIGNED AND DETAILS BY OTHERS. 7. MORTAR JOINTS 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. CENTER OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. REINF., REQUIRED) ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON SIMPSON HSS2 STUD SHOES, TYP U.N.O. EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. 7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS CORROSIVE TO STEEL. IT IS THE RESPONSIBILITY TO VERIFY THE TYPE OF WOOD 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED EPDXIED INTO TIE BEAM OR FOOTING GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 8, FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PIAN. IS TO BE PRESSURE TREATED. 9. OVERHANGING CMU WALL 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT VERTICAL CELLS PER PLAN. WOODEN TOP PLATES. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN ENGINEERED LUMBER -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN RECORD FOR APPLICABLE REPAIRS. VALUES AS FOLLOWS: - COLUMNS BEAMS E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. Fb = 2500 Fb = 3000 Ft = 1500 Ft = 1700 Fc 3000 Fc 11= 3000 Fc 1 = 900 Fc 1 = 900 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF). AREA (SQ FEET) (+) VALUE DENOTES PRESSURE S5 (-)VALUE DENOTES SUCTION AREA ® O FOUNDATION DETAILS (+)21.2 (+)21.2 10 - 22.9 -)28.3 GENERAL DETAILS (+)20.2 (+)20.2 20 - 22.0 - 26.4 UPDATE ELEV. G 2010 CODS -JACKSONVILLE (+)19.0 (+)19.0 50 (-)20.8 - 23.9 ADDED ELEV B SIDE ENTR-�' GARAC�E OPT. 18.0 (+)18.0 100+ - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" GRATED ELEV. D FRONT LOAD w/PKT SCxD OPT, + 18.4 + 17.7 c - 20.9 - 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 �5 j 4 4 55 I' STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOMES IS 15FT, 2 STORY HOMES 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 INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLAN S4 ROOF FRAMING PLAN S4.1 NOTES AND SCHEDULES S5 LINTEL PLAN S5.1 POWERS STEEL CHARTS - GRAVITY LOADS SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 GENERAL DETAILS ZI � � 1� � � I i A NUMBER DATE DESCRIPTION l 12-2-11 CRE,4TED ELEV. A 2 12-15-11 GREATED ELEV, C 3 01-04-12 ,41DDED ELEV C SIDS ENTR�' C:;ARACxE OPT, 4 03-07-12 ADDED ELEV A SIDS ENTR1' C�A1RACxE OPT. 5 03-20-12 UPDATE ELEV. A 2010 CODS-ORL,4ND0 (0 03-22-12 UPDATE ELEV. A 2010 GODS -JACKSONVILLE 7 04-02-12 UPDATE ELEV. B 2010 CODS -ORLANDO LTJ 04-02-12 GREATE ELEV. B g 05-02-12 UPDATE ELEV. G 2010 CODS -JACKSONVILLE 10 05-02-12 CRATED ELEV. A 3 CAR Cs,4RAr-:;E OPT. II 05-15-12 ADDED ELEV B SIDE ENTR-�' GARAC�E OPT. LL 09'01-12 CRATED ELEV. D FRONT LOAD 13 04-05-13 G�4EGKED BEAMS PSR 2013 51'P#2 VALUES 14 04-m9-13 GRATED ELEV. D FRONT LOAD w/PKT SCxD OPT, 15 0(0/01/13 c 1(0 OE�/01/1-4 CRATED ELEV. A LU/ OUTDOOR KITG�4EN, EXP. C ,45 PSR UJPK-40 11 X5/21/14 CRATED ELEV. A STD AXP, C PSR UJPK 46 IS 05/28/14 CREATED ELEV. G STD AXP, C PSR UJPK 18 UPDATES NUMBER DATE DESCRIPTION I 12-2-11 CRE,4TED ELEV. A 2 12-15-11 GREATED ELEV, C 3 01-04-12 ,41DDED ELEV C SIDS ENTR�' C:;ARACxE OPT, 4 03-07-12 ADDED ELEV A SIDS ENTR1' C�A1RACxE OPT. 5 03-20-12 UPDATE ELEV. A 2010 CODS-ORL,4ND0 (0 03-22-12 UPDATE ELEV. A 2010 GODS -JACKSONVILLE 7 04-02-12 UPDATE ELEV. B 2010 CODS -ORLANDO S 04-02-12 GREATE ELEV. B g 05-02-12 UPDATE ELEV. G 2010 CODS -JACKSONVILLE 10 05-02-12 CRATED ELEV. A 3 CAR Cs,4RAr-:;E OPT. II 05-15-12 ADDED ELEV B SIDE ENTR-�' GARAC�E OPT. 12 09'01-12 CRATED ELEV. D FRONT LOAD 13 04-05-13 G�4EGKED BEAMS PSR 2013 51'P#2 VALUES 14 04-m9-13 GRATED ELEV. D FRONT LOAD w/PKT SCxD OPT, 15 0(0/01/13 CREATED ELEV. C 3 GAR G,4RACsE OPT. 4 OPT. BEDROOM #4 1(0 OE�/01/1-4 CRATED ELEV. A LU/ OUTDOOR KITG�4EN, EXP. C ,45 PSR UJPK-40 11 X5/21/14 CRATED ELEV. A STD AXP, C PSR UJPK 46 IS 05/28/14 CREATED ELEV. G STD AXP, C PSR UJPK 18 a� d p N gqy w """"""""®"®®"" ✓��� sem-- LSA C m r�, C�p Z Z cKy 0 ar �n " :z LC M a " o J o /fill V) V) o W W f- I�.0M O Pa rn Z�a0a! w C6ZOEAWwmCO E-4 U3 Q0-4 cn xoa -.01�, � � `.' 0 Oa44v3rA a U 04 P- C 0 w U �Ia w H FDPACQ o U CV Lil V) 0 0 -mea (.0 O ZQO 0 1d v is 0� Ld W c3 ry W O O "o 0 Z 0M UOF_Z Lu _l Z w 0 }- <( O w 77 - CL 1- 0 I- DESIGN DRAWN CFG/BAD JV pUu.ca�N� CHECKED CC DWG.No. S.ANPop,0 TM -2150380 0 JOB No. SCALE -- -- AS NOTED DATE 04/14/2015 k si SHT cQ N NWALL LEGEND L12F16 L23P16 LIIFI6 IL21F PLAN. 1/4"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. LOAD TABLE 2. SHORE UNFILLED LINTELS AS REQUIRED. W/(1)#5 TOP 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. LOADS LISTED BELOW HAVE BEEN CALCULATED 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 I � j SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS i BASED ON 4" NOMINAL BEARING. A 2. N. R. = NOT RATED. � 0 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFELOADSBASED ON GRADE 40 OR GRADE 60 FIELD REBAR. Lj o 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY �1®\1�tml�llls�i �' I� PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. ��®,��Ln 6. ONE #7 REBAR MAY BESUBSTITUTED FOR TWO 5 REBARS IN 8 LINTELS ONLY. o 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES M BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE. =� q FACE OF SUPPORT. yam: 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.� �• _ a 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. �� _j OJ a LXXFXX --Precast Lintel o z MFXX Power Steel Lintel w C Q C;d rn J �oaw 1 n zo0­4 M m #5 REBAR AT TOP #5 REBAR AT TOP H vs,.., W MIN. (1) REQ'D MIN. (1) REQ'D C a d� TYPE DESIGNATION 1-1/2" CLEAR -1/2" CLEAR o W �- F= FILLED W/ GROUT _ a= Z m WW U = UNFILLED w 4.. `d C.M.U. O Z C.M.U. � w 4, GROUT W Z O x Z o -- vi p, LX FX 1 z _ Z �°to GROUT o f J Hoa w E rz LINTEL MARK iO #5 REBAR AT BOTTOM 6 ^ � • OF LINTEL CAVITY • • O V NOMINAL HEIGHT, BOTTOM REINFORCING a H PROVIDED IN LINTEL BOTTOM REINFORCING LTJ L-5/8"ACTUAL, (VARIES) -5/8"ACTUAL PROVIDED IN LINTEL Ld 8" NOMINAL WIDTH 8" NOMINAL WIDTH (VARIES) Z FILLED UN -FILLED o (n x PRECAST LINTEL LOAD TABLE (COMPOSITE W/(1)#5 TOP & BOTTOM) LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. STANDARD LINTELS RECESSED LINTELS—FILLED MARK MAX. CLR. OPENING 8" UNFILLED 8" DEEP 16" DEEP 24" DEEP 32" DEEP MARK MAX. CLR. OPENING 6" DEEP 14" DEEP L1 2'-2" 2231 3069 6113 8974 10000 R1 3'-0" 1691 5206 L2 2'-10" 1783 3069 6113 8974 10000 R2 3'-4" 1425 5206 L3 3'-4" 1343 2693 6113 8974 10000 R3 3'-6" 1320 5206 L4 3'-10" 1217 2165 6113 8672 10000 R4 3'-8" 1230 5206 L5 4'-0" 1006 1663 5365 7342 10000 R5 4'--0" 1081 4567 L6 4'-8" 860 1651 5365 7342 10000 R6 5'-0" 846 3810 L7 5'-2" 710 1423 .4360 6036 8328 R7 6'-0" 693 2738 L8 5'-10" 570 1232 3480 8360 8825 R8 7'-0" 526 1568 L9 6'-10" 488 991 2661 5681 6472 R9 8'-0" 415 1436 L10 7'-8" 416 752 1843 3486 6390 R110 9-10" 415 1436 L11 8'-8" 354 726 1843 3486 6205 L12 9'-10" 315 618 1533 2781 4754 WQI— z L13 10'-8" 292 567 1366 2423 4006 DESIGN L14 11'-4" 277 525 1254 2193 3552 L15 11'-10" 255 471 1075 1838 2883 L16 12'-8" 239 458 1075 1838 2883 L17 13'-4" 0 430 1002 1697 2630 L18 14'-0" 0 418 1234 1779 2662 L19 14'-8" 0 379 1160 1660 2439 L20 16'-8" 0 288 950 1379 1997 L21 18'-8" 0 224 750 1177 1676 L22 19'-4" 0 180 598 1114 1468 L23 20'-8" 0 177 598 1024 1441 L24 21'-4" 0 164 550 981 1376 gUIL���c L25 23'-4" 0 129 450 824 1147 S x .m o (D 54 I O Q Z 0 to 0 0 J • W Li Li s 0w0 ^O ZW ° m 0 v 0 1- Z WQI— z CL H V) I­— —DESIGN DESIGN DRAWN ANFORD 99 CFG/BAD JV 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER ��A A CHECKED 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. . ..... CC rpY I NF1 = I AFRI DWG.No. TM -2150380 JOB No. SCALE AS NOTED DATE 04/14/2015 NOTA . ALL LINTELS ARE TO �44VE ( 1 ) *S IN TOi= 4 50TTO" t. TC,Of= REINFORCING 15 i=ERM I TTEE";) TO 8E 5OND 5EAM REINFORCING 5AR. S5, SHT • i W (1)05 FROM FTG. t0 TIE BEAM SPLICE TO a BE MIN, 25" GROUT CELL SOLID itT 1 FILL JOINT WITH ELASTGMERIG 8" CMU BLOCK JOINT FILLER I NON -LOAD � 3-1/211 CONC. SLAB w/ I I I I BRC, UJALL FIBERMESH REINF. OVER 6 I 3-1/211 CONC. SLAB w/ I I 1 1 MIL. VAPOR BARRIER I FIBERMESH REINF. OVER 6I I ( 1 11 MIL. VAPOR BARRIER SHUJR- 1 I INTERIOR GARAGEI I INTERIOR 1 ' d GRADE - e (1) 05 SPACING PER DOWEL-=I—� (l) 05 SPACING PER DOWEL I=—IIII III_I _m I I It= ,.,�•+ d- - -' -S 'PLACEMENt PLAN AND IN I=I =II�I I PLACEMENT PLAN AND IN EAG I-==�'6 1T.. CORNER (UND.),FILL CELL I1 CORER luNo.), FILL CELL SOLID m EACH 15. HOOK SOLID a EACH 15. HooK _ =111 — 1 1 IF =1 I == II 1I ; REBAR 6 INTO FOOTING b" INTO FOOTING 111=111 -1 I I I I =1- 0) #W50 CONT. =—I= RBR ITI 11=1 —11_1 1 ,1 I Z0 0- i CLEAN COMPACTED FILL a 9V_Urf -'_•. _� ISTANDARD DENSITY AND CLEAN COMPACTED FILL 6 9 I— (1) "5 CONT. W/ 3" MIN. L/ V) TERMITE TREATED STANDARD DENSITY AND ,I II II 1 1 CLEAR w 211 10"x12" CONC. FTG. W/ (2) TERMITE TREATED 2 10 x12 CONC. FTG. W/ (2) S'S CONT. ON CHAIRS 11-011 "5'S CONT. ON CHAIRS WHERE 2ND STORY OCCURS, FTG 1 -011 WHERE 2ND STORY OCCURS, FTG SHALL BE 1-4 WIDE wK2) 05 BARS SHALL BE 1'4' WIDE w/(2) 05 BARS SL A5 RECESS 5 OFFSET FOOTING 1 TYP. 1 4 2 STORE" FOOTING DETAILS ,_ 3 3/4"=1'-�" �' NON ���4fi�INC� 3/411 V-011 GARAGE CURS h E TA I L 5 AT SHOWER 3/� =1 -a� I � 1/2" GYP. BD. EA. SIDE � OF 2x's Iro O.G. LILI c5 � GARAGE INTERIOR � I/2" GYP. BD, EA. SIDE OF 2x'S 16" O.G. 1/2" GYP. BD. EA. SIDE OF 2x'6 y�' o d i d cr w d 21/4" O.C.��°� ry ®®r��. o- o N 4 I a we PT. BOT. PLT. 3-I/2 CONE. SLAB c� �. z PT BOT. PLT. II tie c p PT BOT. PLT. '� tv a z _ "..� U ..* r•q • .•, ., r 4 �..p`_ , W, �. C –`---- – GRADE +�a - I6I i I �.r . ° i I d + d : 1 ♦ ' : y+ � q � �. " ®\\ 4�';. �� . � :u � "�� �n ' 4,0 _�----------�-���,.- � III_ �-I— — — _ — _ • 111=111-111=1 I- -. " I I—III—III - — .III=1 I I_\0_1 - CQ ---` —•_O1 I I -1.,. 11=I--11=1 1=1 ( II Id==IIItl1 11-0h I I—I I I_— 1= 11 _—�IIII1�-—Q -' III TI I=1 11=III�I I — LL. 1— — _ _ • `_ _ V I—III-1 I I I I =1— — — =1 I hI I ISI I I I=III=1 I=1 I I=I I I I I 1=1 I I. ; ;III -III-1 I I 1=1 I Lam) I I I I 1=1 I I ' ,_ _ - _� I I 11- -I I I I I I I I I I I I III -=-III I i 1=1 I I=1 11= a - _ s a+ 5 CONT, i I -_ III -III III- - 1.-1 11=1 111 I I I I -I I III III - (3) 05'S CONT. W/ 311 MIN— -, 1=1 I 1=1 I I I I 1=1 I I— I I -.I I Ir I ;III = ; ,— ; , 8" x 12" THICKENI^D SLAB w/ — a CLEAR -III U)/ 3 MIN. GLEAR (3) 05'5 CONT. W/ 3 MIN. II II 11) 05 CONT. 1011 1011 6 8 CLEAR 10 10 —I I„1111„1111 , 811 UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED BOLTS ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED N z ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR UPLIFT FORCES. 5HEARWALL5 REQUIRE ANCHOR BOLTS ON WALLS NOT EXPOSED to UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR J Z3' r- 11-4 N BOLTS AND SHOULD BE PROVIDED PER PLAN. AND SHOULD BE PROVIDED PER PLAN. BOLTS AND SHOULD BE PROVIDED PER PLAN. C V��� Q w C. 2 CQ NOT OFFSET FOOTING INTERIOR 5EARING 3/� =1-a� INTERIOR TWO 3/4 -1 -� rA z : w USED 5E ARING 3/�.�� 1. ��� R 5E �o a ” ZDEHQC CO "m� o w II 11 �. F -4 O 1�-1 Fry Q 3/4 RECESS 3 MAX. OVERHANG (OPTION 11)'5 CONT. PER PLAN (1/''5 VERT. $12” O.C. MA 0 q y,; a+ d+ PER MFG, a SLIDING IN GROUT FILLED CELL 1/2" GYP. BD. ON 2x's Z w .. SPECS GLASS DR, v, W (1) 05 CONT. PER PLAN 3-1/2" CONC. SLAB w/ FIBERME' � Iro" O.C,, U.N.O. CONT. TIE BEAM w/ lU � OVER 6 MIL. VAPOR BARRIER 05 REBAR 6 TOP ~ � W � � O (1) 05 CONT. PER PLAN W Q 0 LOPE 3-1/211 CONC. SLAB w/ FIBERME PT BOT. PLT. 3-1/2" CONC. SLAB w/ FIBERME J Q r Qy OVER 6 MIL. VAPOR BARRIER — — -- r a �— H 0 E Cq E _T— OVER 6 MIL. VAPOR BARRIER (1) M5 CONTINUOUS IYr CQ CLEAN COMPACTED FILL 95go I I I=1 I =111=1 I I - l I "5 FROM FSG. TD z Z w _ x _ TIE BEAM m48 O.C. Q U STANDARD DENSITY AND TERMITE I—III=III=11 _ — — 8" CMU BLOCK SPLICE TO BE MIN. 25" 11 _ r TREATED �-1 I=1 I ,'' a �I -I I-� I h� I I—I" x „ W O 4 1/2 CASING �1 1111 f=111=I1=1 I I _ I I -1 11=1 11=1 — I 1=1 I (—I 1 CLEAN COMPACTED FILL 959.1ij= 4 3 1/2 CONC. SLA W CLEAN COMPACTED FILL g 95�a =1 =1 I I (i) VERT. 12 O.G. III III STANDARD DENSITY AND TERMITE , _I 11=1 I 1=1 I --�� PER PLAN 1 = = d+. �. MAX IN GROUT 1=1 1= I ,.1• GRAp TREATED _ — , .. _, GRADE 1 GRADE N ALUMINUM THRESHOLD STANDARD DENSITY AND TERMITE I III III „. —III -111 `^ - -1 11=1 I I FILLED CELL 8"xl6 CONI. FTG. =1 I 1=1 I I 1=1 I 1=1 ' GLEAN �,S= 1 I ITREATED I -III W1 (2) S'S CONT. =111=111=1I " '-11S A - _- I ON CHAIRS.. = III=III N --III=1 I F I I_ M05 VERT. A 12" O.C. MAX IN —III ,�, COMPACTED F1 I I= I I 1=1 I III=III=III=I 3 1/2 CONC, SLA5 -I I � I I n• ; gyro 5TANDARD— _ 1 III—I 11=1 I GROUT FILLED CELL" —11 1 I I—III—III =1 11=1 11=I I I_ _ � (2500 P.S.L) U)/ SLOPE 11 11 117=1 I 1=1 I I — — - — — — = e 8 x16 CONC. FTC. _ r. Gam; -- I I_ I -I 11=1 I I ;. -- �I I I =1 11=1 I I-1 :.� I I 1=1 11=1 I I -I I_ _I 11 =III- I I 1=111 II �. o I I- e= -1 I I -III -I I III -III -I I DENSIT,- AND _ �ox�o 10/10 W.W.M. „ U)/ (2) #5'5 CONT. °• 1 I 111 —_ 3/4 RECESS = 1 1=1 11=1 I I 1' I =1 11=1( I I I -1 1==1 ( I I I TERMITE TREATE1111=III=1 11 I I I I 1-11 I 4�,1' -III=11 I- 11= . �. __ _ _ _ 4 10 x1� CONIC. FTG. _ =1 11= I _ — =1 — _ AND MIL. VAPOR ON CHAIRS. -III I" III=III 11= III—� I �— , .� I I— d 1 BARRIER 1. I I=_ —I I III = I1=1 I I _ _ — _ I w/ (2) 05'8 CONT. — I I d .. 11= 11= 3o"x1a" CONC. FTG. iII_� SLOPE v4 _ _ a I—III —III—I I 1=1 I I—I I I— I 1—I 1- ON CHAIRS. — L .a _ —_ PER FOOT 1=1 I—I A d 1 =1 11= — _ =11 — , 4 e—III 1 w/(3)"5's CONT. AND d d a N - _I i I -III -III--I I _ 1'.411 =III -III- _ a....� ' I d _ A _.a .4 «� III: _ _ I I I=I I a . I^III- 11= (1) S ON TOP PERP. III- - 1=1 11=1 d I -III -III -I 1-11 ,.I- _ I � PER MFG, =1 I 1=1 I I = _ --III—III �=1•t _I 2�. O.C. ' I I '� ,__ -- ____ ' I—I 11= 11=111!=4111 1 1=1 1=111=1 I r 1=1 I i _ �p SPECS I I 1=1 L -1 -Ii. -. I —I I I I I_I I I III—I I__ I I 1-1 11- I I II—I I =1 11=1 11=1 I I =1 11=1 _ — _ ..III I S I-11 I—I � I� I I- I I S -I I II — 2'-6" EXP JOINT 1 NOT USED STEP DO IN STEL' DOWN PRIVACY WALL � z �X����OR DOOR OSTEMWALL �'O�c'G}-�I 12 �1� 13 � SIN 15 1� NTS„_ ,_ ,� 3/4"=1'-0 IN FOOTING 3/4 al- FOOTING 3/�"=1'-r�” DETAIL 3/�."=1'-�" � o FOU ED 51LL5 3/� 1 P� � LY J W q Y s 0 0 FILLED CELL GARAGE 411 STEMWALL Z m o ® PER PLAN I O N _ I z TOP VIEW 6CORNER I � Z I W \J Z �' .Z -7,—. — , _ p _ GARAGE WALL =1 11=1 11=1 I I=1 I I-1 a GRADE I— (n I— 11 (III 11=� �_�=1 �� • I I -=I I=1 I =;11 DESIGN DRAWN 1=111-1II. =11=111=1 CFG/BAD iv — = I1=1 I1- CHECKED CC 3-1/2" GONG. SLAB 11 _ — 4 m 4" PVC SLEEVE A/C CHASE �I I I=III=III — — I - -- -- � DWG.No - - _ — _ TM 2150380 i—III= I I II i lI �� tic JOB No. � SCALE a� U -1 I I=1 I i=1T77.111 _ (T— �I I ISI • �' " I I 1=1 I '� ---- o� AS NOTED -1 1111 -1 --III-_ I 1=11 I =11 I = 1_1=111=1111 I �� ���� DATE 04/14/2015 1-III-III-III=1 I I- I; I I— i 1-1= -1 t III I =1 —i I 1=1 I I= III=III— 8" x 8" THICKENED EDGE UJ/ (1) +'S CONT. *1!5-1582 TSI I CSG N h LSC 3/4 liall-oll MONOLITHIC ST 1`�UJ�4L �. ,�.C. CAI S 18 NOT USED 1g NOT USE h 2� NOT USE 1� � SHT SD1 2 X X 12 P.T. OF OPENING Ld H CENTER BUCK Q j e K 2X4 BLOCKING•EA. OUTLOOKER (ROOF SHEATHING -_-- 15 BAR DONT. i 2x4 OUTLOOKER5 SPAN TO BE 2'-0" MAX.) END NAIL W/(2)16d NAILS EA. END �► 24"o.c. MAX. 2x8 RIDCsE BOA 111 SHEATHING PER 2'-0" MAX. (2)164 NAILS PLT, to STUD TOP • 3/6DIA. ANCHOR Q BOTTOM(TYP.) (END NAIL PLT5. TO STUD) p� PLANATTACH PER NAILING SCHEDULE IMPSON H-10(TYP.) 2 X 4 P.T. TOP BUCK 2x6 COLLAR TIE HALF _ e { `) WAY UP HEIGHT OF END NAIL, EA. OUTLOOKER N 2 X 6 P.T. BUCK EACH VALLEY. FASTEN W/ (5) WI(2)IiiNAILS TO TRUSS 2X FACIA, END NAIL SIDE OF OPENING FASTEN SYP OR 5PF 2X6 (MIN. -C IOd COMMON NAILS • TOP PLT. DBL. 2X8 dl W/(2)16d NAILSeEA. z WIDTN) PLATE THRU 0.5.8 �. EA. END. (TYP.) OUTLOOKER 71 PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-I/2" EMBEDMENT SHEATHING (THICKNESS PER JPS PR EACH DOOR BRACKET, EACH SIDE )M PLAN), TO PRE-ENGINEERED 2Xro'5 a 24" HOLD WALL DOWN 3-I/2" P 0 TRUSS BELOW WITH 1/4 x4-1/2" o.c. MAX. 2X8'8.16" O.C. FOR OUTLOOKERS • DOOR. PROVIDE 1-I/2" X 3/16" THICK PRE -ENCS. ROOF TRUSS WASHER W/ EACH ANCHOR. 51MPS(ON SD5 SCREWS 2X6 (TYP.) PLATE TO TOP CHORD OF EA. ATtAGI� 2X6 RAFTER t0 SHEATHING PER ry I'-9" MAX. PLAN ATTACH PER (1st BOLI TO BE 8 MAX. ABV. CURB, REST TRUSS BELOW 2x8 RIDGE BOARp POURED CELL W/I 05 BAR (j EQUALLY SPACED APPROXIMATELY 24" O.CJ WITH A35 ON ONE SIDE CONT, FROM BEAM TO NAILING SCHEDULE FASTEN CONVENTIONAL 2X VALLEY OF RARER. ATTACH A35 FOOTING. TEXTURED CEMTITUOUS Ld RAFTER FRAMING (OR PRE-ENGINEERED oN ADJACENT RAFTER TO OPPOSITE SIDE (AS FINISH, i" MIN. THK. � Z=—AdVALLEY TRUSSES) TO 2X PLATE WITH SHOWN). START BOLTS AFTER SIMPSON H2.5 CONNECTORS (5-8d NAILS) GARAGE CURB (8" MAX.) AT EACH RAFTER TO PLATE CONNECTION ��z" J -BOLI 11 O.C. SON LBPS��z 1/2" GYP. BOARD WASHER�32" O.G. MAX. DOWN �II t / (MIN. KJ" EMBED.) 1 DETAIL 2ILi�� VALLEY 3 STS �OWI�I I It't NTS ASILING REQ'pAILER 3I,IC�G U NTS CMU WALL BELOW ' M5TAM-24 TYP, EACH 51DE OF EACH STUD, 1/2,� GYP. BOARD VERT, FUR STRIPS ll� IN TIE BEAM �` '' r.. REFER TO WALL SPLICE DETAIL FOR FLASHING � � -- ......... ON PT. FURRING REQUIREMENTS (M5TA M -12 's MAY BE USED AT i •16" O.G. MAX. ( ENDS WHERE HEIGHT 15 LIMITED) ria c Ld NOTE: PROVIDE ADDITIONAL BLOCKING AS R Q'D. PER HI5-91 8 TRUSS c5 MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM c W O o� 3/4 13 GA5L E END � VAUL TE D C I ING( CMU WALL) . � � ����®���, e � Z o LL a 52 J s ** ^ Gszm Q _ t J *5 CORNER BAR p"111 VERT. FUR d SIMPSON HGA-10 'a STRIP5624' CONT. *5 IN TIE BEAM GROUTED CELL 45" O:C. SIMPSON HGA-10 O.C. MAX. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48" O.C. OSB NOT REQUIRED o ° ... AND SIZED PER NOTES ---- t0 BE CONT. 6 THE 8 CMU WALL-TEXTURED055 NOT REQUIRED TRANSITION FROM . CEMTITUOUS FINISH, Y" MIN. THK. TO BE CONT. a THE TOP PLT. TO GABLE Z TRANS 1 T I ON FROM BEAM TO GABLE TRU55 0 TYP. CORNER VERT. VERT. REINFORCING 1/2"=1'-r�" TRU55 w 1=111 .� 4 �� �� NTS c WALL SPLICE ICS 1��T�41L 1% =1 -� WALL RE INFORCINC� � M � .-4 DBL. 2x4 TOP PLT. o w0 c?) BEAM PER PLAN Q W z cn o� FASTEN SIDE WALL ~ 4O 14 SHEATHING PER W Z C AC6 CO 5IMP50N H -10A PLAN. Q LV W Z NOTES: DIAGONALTO I. WINDOW AND DOOR A55EM5LIE5 TO CONFORM BEAM 5IMP50N HOA Q C O a TO 2010 FBG- R DIAGONAL t0 TOP o ,J Z � � e M Q 2. 2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND W I=E INTERIOR FACE OF WINDOW, FASTEN z Z q BUCK TO MASONRY W/ (1) ROW OF 3/111 TAPCON5 Ld pcO .0 M REFER TO DETAILS CMU WALL AS 6" FROM ENDS AND 16" O.G. MAX. 5EAMCONNECTION III I W W M p" 6/SD3 4 I/5D4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK FRAME WALL CONNECTION Z [� Q a � E WALL FRAMING z W 3. BUCKS LESS THAN 2X t0 BE FASTENED F— V c • ' INFORMATION W/CUT NAILS OR EQUIVALENT, STRUCTURAL � W � GROUT TIE BEAM (005 CONT. IN TIE CONNECTION OF WINDOW TO STRUCTURE W COARSE SOLID BEAM COARSE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE W NOM. S" CMU ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX3" NAILS STAGGERED612" O.C. N (4) EQ. SPACED 6EA. 6UCCE551VE BUCK PROVIDE SCREEN WHEN 3/111 SIMIO60N 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED c BLOCK BELOW 15 NOT TITEN5 (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER -- AND PLAN REQUIREMENT5(FA5TENING) ARE MET. SIMPSON A23 REQUIRED TO BE FILLED 6 MAX FROM TOP � S AND BOTTOM 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED Z - 6EA. BRACE TO 2X BUCK W/ (2) ROWS OF Sd NAILS e116" O.G. FASTEN TO PLT. WINDOW TO 2X PER WINDOW MANUFACTUIRER'5 SPECS. Pt 2X8 PLT., 3�i¢" HOLD -qlu m CANT. FOR Y 1/2" J -BOLTS CLG. NAILING N W/WA5HER5(MIN. (oil SURFACE fQ EMBED) MIN. 6" I WINDOW I' p FROM EA. END AND iz�4t1"I TO C�'II.I UJ�4LL a �_ n g WINDOW�DOOR PROVIDE lrod NAILS 32" O.C. MAX: TIE � EAM DTL. o � li/Zn=1'-0° 8 1/Z =1 � GABLE END TRU55 CONNECTION DETAIL 5UC< NOTES NTS TO PLT.612 O.C. MAX. z < 0 HGAIOKT 0 32" O.C. � 0 J BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ffA TEXTURED CEM I ITUOU5 Ali _ - _x4 :: _ �o FINISH, 3" MIN. THK. =.- IN PRECAST 2X8'Sa16" O.C. IRS 2)4"1 VERTICAL im MAX(U.N.O.) ■��I ■N■I II■1111(005 APPROVED 1=■ Illl�i�GROUT ■1111'••-__. FILLED , 1111111111111110 BLDG.WRAP COLUMN TO ■■�I 1/2" GYP. BD.SHEATHING II11�11 �lOe�l® BE GROUT FILLED `Iw PER PLAN ALL LAPS 46 BAR DIAMETER MIN. ■■NI Mme■ ATTACH PER NAILING --' ■m----� SCHEDULE RUNNING BAR MSTAM-24 EA. SIDE OF EA. STUDI/2" J -BOLT W/51MPSON _U (k TO WALL BELOW W/ (9) 10d NAILS AND LBPSI/2 WASHER"32" O.G. } (5)1/4"43/4" TAPCON5 MAX.(MIN. 6" EMBED.) PER STRAP PT 2X8 O.S.B. TO OVERLAP BOT. PLT. BOT. PLT 11/4" (MIN.) IX PT NAILER 4T c Ld NOTE: PROVIDE ADDITIONAL BLOCKING AS R Q'D. PER HI5-91 8 TRUSS c5 MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM c W O o� 3/4 13 GA5L E END � VAUL TE D C I ING( CMU WALL) . � � ����®���, e � Z o LL a 52 J s ** ^ Gszm Q _ t J *5 CORNER BAR p"111 VERT. FUR d SIMPSON HGA-10 'a STRIP5624' CONT. *5 IN TIE BEAM GROUTED CELL 45" O:C. SIMPSON HGA-10 O.C. MAX. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48" O.C. OSB NOT REQUIRED o ° ... AND SIZED PER NOTES ---- t0 BE CONT. 6 THE 8 CMU WALL-TEXTURED055 NOT REQUIRED TRANSITION FROM . CEMTITUOUS FINISH, Y" MIN. THK. TO BE CONT. a THE TOP PLT. TO GABLE Z TRANS 1 T I ON FROM BEAM TO GABLE TRU55 0 TYP. CORNER VERT. VERT. REINFORCING 1/2"=1'-r�" TRU55 w 1=111 .� 4 �� �� NTS c WALL SPLICE ICS 1��T�41L 1% =1 -� WALL RE INFORCINC� � M � .-4 DBL. 2x4 TOP PLT. o w0 c?) BEAM PER PLAN Q W z cn o� FASTEN SIDE WALL ~ 4O 14 SHEATHING PER W Z C AC6 CO 5IMP50N H -10A PLAN. Q LV W Z NOTES: DIAGONALTO I. WINDOW AND DOOR A55EM5LIE5 TO CONFORM BEAM 5IMP50N HOA Q C O a TO 2010 FBG- R DIAGONAL t0 TOP o ,J Z � � e M Q 2. 2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND W I=E INTERIOR FACE OF WINDOW, FASTEN z Z q BUCK TO MASONRY W/ (1) ROW OF 3/111 TAPCON5 Ld pcO .0 M REFER TO DETAILS CMU WALL AS 6" FROM ENDS AND 16" O.G. MAX. 5EAMCONNECTION III I W W M p" 6/SD3 4 I/5D4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK FRAME WALL CONNECTION Z [� Q a � E WALL FRAMING z W 3. BUCKS LESS THAN 2X t0 BE FASTENED F— V c • ' INFORMATION W/CUT NAILS OR EQUIVALENT, STRUCTURAL � W � GROUT TIE BEAM (005 CONT. IN TIE CONNECTION OF WINDOW TO STRUCTURE W COARSE SOLID BEAM COARSE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE W NOM. S" CMU ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX3" NAILS STAGGERED612" O.C. N (4) EQ. SPACED 6EA. 6UCCE551VE BUCK PROVIDE SCREEN WHEN 3/111 SIMIO60N 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED c BLOCK BELOW 15 NOT TITEN5 (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER -- AND PLAN REQUIREMENT5(FA5TENING) ARE MET. SIMPSON A23 REQUIRED TO BE FILLED 6 MAX FROM TOP � S AND BOTTOM 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED Z - 6EA. BRACE TO 2X BUCK W/ (2) ROWS OF Sd NAILS e116" O.G. FASTEN TO PLT. WINDOW TO 2X PER WINDOW MANUFACTUIRER'5 SPECS. Pt 2X8 PLT., 3�i¢" HOLD -qlu m CANT. FOR Y 1/2" J -BOLTS CLG. NAILING N W/WA5HER5(MIN. (oil SURFACE fQ EMBED) MIN. 6" I WINDOW I' p FROM EA. END AND iz�4t1"I TO C�'II.I UJ�4LL a �_ n g WINDOW�DOOR PROVIDE lrod NAILS 32" O.C. MAX: TIE � EAM DTL. o � li/Zn=1'-0° 8 1/Z =1 � GABLE END TRU55 CONNECTION DETAIL 5UC< NOTES NTS TO PLT.612 O.C. MAX. z < 0 HGAIOKT 0 32" O.C. � 0 J BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ffA MEI Ali _ - _x4 :: _ �o I11■II =.- IN PRECAST NONE IRS 2)4"1 VERTICAL im IN GROUT FILLED ■��I ■N■I II■1111(005 CELLVERTICAL 1=■ Illl�i�GROUT ■1111'••-__. FILLED , 1111111111111110 III VII—ENTIRE COLUMN TO ■■�I II11�11 �lOe�l® BE GROUT FILLED `Iw c Ld NOTE: PROVIDE ADDITIONAL BLOCKING AS R Q'D. PER HI5-91 8 TRUSS c5 MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM c W O o� 3/4 13 GA5L E END � VAUL TE D C I ING( CMU WALL) . � � ����®���, e � Z o LL a 52 J s ** ^ Gszm Q _ t J *5 CORNER BAR p"111 VERT. FUR d SIMPSON HGA-10 'a STRIP5624' CONT. *5 IN TIE BEAM GROUTED CELL 45" O:C. SIMPSON HGA-10 O.C. MAX. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48" O.C. OSB NOT REQUIRED o ° ... AND SIZED PER NOTES ---- t0 BE CONT. 6 THE 8 CMU WALL-TEXTURED055 NOT REQUIRED TRANSITION FROM . CEMTITUOUS FINISH, Y" MIN. THK. TO BE CONT. a THE TOP PLT. TO GABLE Z TRANS 1 T I ON FROM BEAM TO GABLE TRU55 0 TYP. CORNER VERT. VERT. REINFORCING 1/2"=1'-r�" TRU55 w 1=111 .� 4 �� �� NTS c WALL SPLICE ICS 1��T�41L 1% =1 -� WALL RE INFORCINC� � M � .-4 DBL. 2x4 TOP PLT. o w0 c?) BEAM PER PLAN Q W z cn o� FASTEN SIDE WALL ~ 4O 14 SHEATHING PER W Z C AC6 CO 5IMP50N H -10A PLAN. Q LV W Z NOTES: DIAGONALTO I. WINDOW AND DOOR A55EM5LIE5 TO CONFORM BEAM 5IMP50N HOA Q C O a TO 2010 FBG- R DIAGONAL t0 TOP o ,J Z � � e M Q 2. 2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND W I=E INTERIOR FACE OF WINDOW, FASTEN z Z q BUCK TO MASONRY W/ (1) ROW OF 3/111 TAPCON5 Ld pcO .0 M REFER TO DETAILS CMU WALL AS 6" FROM ENDS AND 16" O.G. MAX. 5EAMCONNECTION III I W W M p" 6/SD3 4 I/5D4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK FRAME WALL CONNECTION Z [� Q a � E WALL FRAMING z W 3. BUCKS LESS THAN 2X t0 BE FASTENED F— V c • ' INFORMATION W/CUT NAILS OR EQUIVALENT, STRUCTURAL � W � GROUT TIE BEAM (005 CONT. IN TIE CONNECTION OF WINDOW TO STRUCTURE W COARSE SOLID BEAM COARSE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE W NOM. S" CMU ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX3" NAILS STAGGERED612" O.C. N (4) EQ. SPACED 6EA. 6UCCE551VE BUCK PROVIDE SCREEN WHEN 3/111 SIMIO60N 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED c BLOCK BELOW 15 NOT TITEN5 (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER -- AND PLAN REQUIREMENT5(FA5TENING) ARE MET. SIMPSON A23 REQUIRED TO BE FILLED 6 MAX FROM TOP � S AND BOTTOM 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED Z - 6EA. BRACE TO 2X BUCK W/ (2) ROWS OF Sd NAILS e116" O.G. FASTEN TO PLT. WINDOW TO 2X PER WINDOW MANUFACTUIRER'5 SPECS. Pt 2X8 PLT., 3�i¢" HOLD -qlu m CANT. FOR Y 1/2" J -BOLTS CLG. NAILING N W/WA5HER5(MIN. (oil SURFACE fQ EMBED) MIN. 6" I WINDOW I' p FROM EA. END AND iz�4t1"I TO C�'II.I UJ�4LL a �_ n g WINDOW�DOOR PROVIDE lrod NAILS 32" O.C. MAX: TIE � EAM DTL. o � li/Zn=1'-0° 8 1/Z =1 � GABLE END TRU55 CONNECTION DETAIL 5UC< NOTES NTS TO PLT.612 O.C. MAX. z < 0 HGAIOKT 0 32" O.C. � 0 J BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER Cl`1U WALL OR • LINTEL BELOW n 10� 1jj Ld TIE BEAM COURSE W/(1,'5 CONT. A35 DIAGONAL TO 0 Ld 0 TRUSS BOT. CHORD M '0 CMU WALL CONNECTION CLEAR 5PAN CONNECTION I z m ° RECESSED II. -W 0 PRECASTv0Z c� HEADER � �- _ � J Z Cr- ) p > Q -- a_ (A DESIGN DRAWN CFG/BAD JV ***NTE,- OfREF R TO DTT, 3 5D5 F -O GA5L , CIN N � * * ra -- CHECKED - _ CC - _ DWG.No. TM -2150380 BUCK SPECIFIED BY ���, JOB No. WINDOW/DOOR MANUFACTURER r . o;it - SCALE AS NOTED - --- �1Fc DATE 04/14/2015 . NOTE: FASTEN PT 2X NAI ER TO MASONRY W/ 3/16"X4" TAPCONS 6" FROM ENDS A1D 16" O.G. MAX. FASTENING REQ. APPLY TO WINDOWS W/O .ARCHES AS WELL „a, �L� ENE) FLAT CEILING 1� ARCH WINDOW 11 NTS 12 NOT USED N.T.S. SCONNECTION 3/4=1-m �NTS D00% —3UC�C DTL. DETAIL.Ffi�',41`�INC� 1�ET�4ILSHT ffA MEI Ali _ - _x4 :: _ �o NONE im ■��I ■N■I Mme■ 1=■ 1111111111111110 ■■�I ,-1111111 `Iw �- ■■NI Mme■ MIM --' ■m----� emm®sm Cl`1U WALL OR • LINTEL BELOW n 10� 1jj Ld TIE BEAM COURSE W/(1,'5 CONT. A35 DIAGONAL TO 0 Ld 0 TRUSS BOT. CHORD M '0 CMU WALL CONNECTION CLEAR 5PAN CONNECTION I z m ° RECESSED II. -W 0 PRECASTv0Z c� HEADER � �- _ � J Z Cr- ) p > Q -- a_ (A DESIGN DRAWN CFG/BAD JV ***NTE,- OfREF R TO DTT, 3 5D5 F -O GA5L , CIN N � * * ra -- CHECKED - _ CC - _ DWG.No. TM -2150380 BUCK SPECIFIED BY ���, JOB No. WINDOW/DOOR MANUFACTURER r . o;it - SCALE AS NOTED - --- �1Fc DATE 04/14/2015 . NOTE: FASTEN PT 2X NAI ER TO MASONRY W/ 3/16"X4" TAPCONS 6" FROM ENDS A1D 16" O.G. MAX. FASTENING REQ. APPLY TO WINDOWS W/O .ARCHES AS WELL „a, �L� ENE) FLAT CEILING 1� ARCH WINDOW 11 NTS 12 NOT USED N.T.S. SCONNECTION 3/4=1-m �NTS D00% —3UC�C DTL. DETAIL.Ffi�',41`�INC� 1�ET�4ILSHT NAIL SCAB TO TOP CHORD 0 WITH (4) 0.131"x3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN NAILING AT SCUD Tn EACH TRUSS IF NO WEB 15 DBL TOP PLATE (END NAIL) STUD NAILINCs AT 0--r" -r/,*N TYPICAL STUD NAILIWs* STUD SIZE DOUBLE TOP PLATE SILL PLATE 2x4 (2) (3) 2X6 (3) (4) 2x8 (4) (5) 2XI0 (5) (6) PRESENT (3) 0.131"x3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL ]z NAIL SCAB TO PLATE WITH (3) 0.131"x3 1/4" TOENAILS 2x4 BLOCKING BETWEEN Z _R TRUSSES TOENAILED TO REFER TO PLANS FOR 0 EXACT SIZE OF O.H. DOUBLE TOP PLATE WITH 2x4 BLOCKS, (2) 16d NAILS 0 EA. I-_ IIAII NAILS Q All O.G. VkIn 0IAf1V AINIAPMIT DAVO 0 EA. V-4" MAX 0SILL PLATE (TOE NAIL) ALL NAILS NOTED ARE 0.131"x3 1/4" TRUSS (AS NOTED) DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS DBL TOP PLATE 0 6" O.C. CONT. 2X4 V) x FRAMED WALL Ld 0 x SIMPSON H10A TYDIAGONAL TO PICAL WALL CONNECTION 2X4'S 0 24" O.C. OF PERF. (5) 16d NAILS BLOCKING 3STUDCONNECTION DETAIL NTS OSHEARWALL TO TRUSS BRACE TO BLOCKING GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO 11 1/4" DIA. FLUE W1 2" MIN. CLEARANCE EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D, ma NAIL EACH END OF BLOCKING PRE -MANUFACTURED BETWEEN FLUE AND FRAME TO DIAGONAL W/(2) 16d Ld TO BOTTOM CHORDS WITH (3) CHIMNEY CAP NAILS. PROVIDE 2X BLOCKING FOR NAILING 0.131"x3 1/4" GALVANIZED FLASHING PER INSTALL 2x4 BLOCKING MANUFACTURER'5 SPEC.'S BETWEEN TRUSS 50TTOM (1) SPH4 EVERY OTHER STUD GABLE BRACING 0 48" PRE ENG. TRUSS L! CHORDS Q 12" O.G. x/1611x/16110.5.5. OR G.D.X. GABLE SHEATHING O.C. MAX. 45* FROM % 0 W1 56 RING SHANK NAILS w 04 4" O.C. ON HORIZONTAL (+/- 10-) BOTTOM CHORD OF TRUSS TOP OF CHIMNEY SHALL BE A EDGES AND 12" O.C. IN FIELD BRACE NOT REQUIRED 6' Li MINIMUM OF 2'-0" ABOVE A POINT Ln FROM EA S. LL 0 cz:) WITHIN 10'-0" OF THE NEAREST ROOF 2X4 FRAMED CRICKET W1 GALVANIZED Z FLASHING qv.* 2X4 VERTICAL 624" O.C. MAX. AX ato qz I N 0 : n d '.;% '& I PROVIDE (4) 10d NAILS TO . ..... ... pz NAIL EACH BLOCK TO D51 BOTTOM CHD 4 (3) 1001 NAILS TO 10 co v TOP PLATE WITH (3) 0.131"x TOP CHORD PROVIDE BLOCKING BETWEEN 0 I •CL < 1:4.1 \,L7 3 1/4" NAILS TRUSS BAYS 0 48" O.C. Z-4 7 FOR FIRST 3 BAYS _j DBL TOP PLATE (4) I(od COMMONS NAILED 6 EACH END SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK GALV. FLASHING "o; TRUSSES FRAMED WALL 2X4 BLOCKING W1 (2) Irod 2X4 BLOCKING W1 (2) I(od COMMONS END ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** COMMONS END NAILED TO NAILED TO VERTICAL 2X4's VERTICAL 2X4's z + 14W 0-4 En U ".4 0 + 14% 4 V) t G45LE END FLAT CEILING CONNECTION OF PARALLEL 1� L ENGINEERED TRUSS m L LL TO ROOF FRAMING all—oil FLUE DETAIL WITH 505TON HIP 3/411=1 -oil r> < Z E-1 WA c;d m 3 rz . wcc_)g= zo ROOF SHINGLES: ROOF TILES: " M I E-4 0- 1. MEETS ANSI/UL ISO, CLASS A, ASTM 03462 1. CONC. OR CLAY TILES 04 N 2. SECURE W/(4) NAIL5 EA. 0 a 2. INSTALL OVER IX2 PT BATTON STRIPS 0 .It 3. MEETS UL R2453 PROGRAM ON 430 FELT(ASTM D 226 TYPE 1) m 3" O.G. NAILING WITH 0.131"x 2 1/211 3. USE 5/6" 055 OR CDX SHEATHING z 26 GA. GALV. FLASHING- r NAILS (NOTE: NAILING MAY BE 0 STAGGERED ACROSS BOTH 1, G -'BO GALV. COATING u Z 0 PLATES) 2. MEETS ASTM AE521 W 0 0 3. REGULAR POLYESTER _1 I P4 4, MILL. W/PRIMER 0'- E-; 5. MIN. THICKNESS 02161 IN. 0 = cq E- Z rA C', (5) 0.131"x 2 1/2" NAILS IN LOWER b. CHROMATE TREATMENT f-1, u cq PLATE (TYPICAL EACH SIDE OF F - HEADER) ` HURRICANE ANCHOR AT EACH TRUSS r/feI PRE-ENGINEERED WD TRUSS, 24" O.C. e/ 1,.�, 2, ELEVATION VARIES ell TOP OF MASONRY c X/z R-30 INSULATION ALUM. DRIP EDGE 1/2" DRYLUALL 2x CONT. SU5FASCIA /,,,,e-,,' Ix2 PT NAILER le le VENTED ALUM. SOFFIT eee, T 3" O.C. NAILING WITH 0.131"x 2 1/2 �� TYP. SINGLE TIE -BEAM NAILS INTO BOTTOM (TYPICAL) W/ (1) 05 CONT. GROUT 50L ID CQ o PRECAST CONC. OR REFER TO ELEV. TOENAIL EACH PLY WITH le POWERS STEEL SILL TYP. FOR OVERHANG lee e ell (3) 0.131"x 3 1/4" NAILS a ALL WINDOWS V WINDOW PER q FLOOR PLAN > w Li Li _j 1/21, G.W.B. OVER VAPOR EDGE NAILING IN KING BARRIER W1 R4.1 IN6UL. TEXTURED CEMTITUOUS Ld 0 STUD PER SHEARWALL �VH, Y2" MIN. THK, ON BETWEEN 3/4" P.T. VERTICAL -7— 7Z 0 REQUIREMENTS FURRING 24" O.C. o le, VERT REINR BEYOND 5 -1/2" CONC. SLAB &x8x1b CONIC BLOCK le, A, Y ", " ", / / / / Ld j EDGE OF PANEL (TYPICAL) / / z MAIN FLOOR 0 :E �J'4 e, CL (A /(,//e" /A A'LEV 0 j` / / f // � DESIGN ;DRAWN FG/BAD JV ZI I F NOTE: FLOOR ORIENTATION' CHECKED cc PER PLAN e/ off, DWG.No. TM -2150.380 --- JOB No. SCALE SEE AS NOTED FLU6H HEADER CONDITION DROPPE1) HEADER CONDITION DETAILSSHEET 5DI FOR FIG <� DATE - - 04/14/2015 9 OPENINGS WITH SOLID SAWN, TYPICAL I—STORY WALL SECTION NTS 2 LSL, LVL., OR f=SL HEADER 1 1/2 V- 0 SHT SD3 le I /e e/ el /e le A 11 el, 7- 7 TOENAIL EACH PLY WITH le (3) 0.131"x 3 1/4" NAILS Y TA lee -7' le/ 'y el ell le/ .NOTE: FLOOR ORIENTATION 4/1 PER PLAN le/ 7 7' PLATE (TYPICAL EACH SIDE OF F - HEADER) ` HURRICANE ANCHOR AT EACH TRUSS r/feI PRE-ENGINEERED WD TRUSS, 24" O.C. e/ 1,.�, 2, ELEVATION VARIES ell TOP OF MASONRY c X/z R-30 INSULATION ALUM. DRIP EDGE 1/2" DRYLUALL 2x CONT. SU5FASCIA /,,,,e-,,' Ix2 PT NAILER le le VENTED ALUM. SOFFIT eee, T 3" O.C. NAILING WITH 0.131"x 2 1/2 �� TYP. SINGLE TIE -BEAM NAILS INTO BOTTOM (TYPICAL) W/ (1) 05 CONT. GROUT 50L ID CQ o PRECAST CONC. OR REFER TO ELEV. TOENAIL EACH PLY WITH le POWERS STEEL SILL TYP. FOR OVERHANG lee e ell (3) 0.131"x 3 1/4" NAILS a ALL WINDOWS V WINDOW PER q FLOOR PLAN > w Li Li _j 1/21, G.W.B. OVER VAPOR EDGE NAILING IN KING BARRIER W1 R4.1 IN6UL. TEXTURED CEMTITUOUS Ld 0 STUD PER SHEARWALL �VH, Y2" MIN. THK, ON BETWEEN 3/4" P.T. VERTICAL -7— 7Z 0 REQUIREMENTS FURRING 24" O.C. o le, VERT REINR BEYOND 5 -1/2" CONC. SLAB &x8x1b CONIC BLOCK le, A, Y ", " ", / / / / Ld j EDGE OF PANEL (TYPICAL) / / z MAIN FLOOR 0 :E �J'4 e, CL (A /(,//e" /A A'LEV 0 j` / / f // � DESIGN ;DRAWN FG/BAD JV ZI I F NOTE: FLOOR ORIENTATION' CHECKED cc PER PLAN e/ off, DWG.No. TM -2150.380 --- JOB No. SCALE SEE AS NOTED FLU6H HEADER CONDITION DROPPE1) HEADER CONDITION DETAILSSHEET 5DI FOR FIG <� DATE - - 04/14/2015 9 OPENINGS WITH SOLID SAWN, TYPICAL I—STORY WALL SECTION NTS 2 LSL, LVL., OR f=SL HEADER 1 1/2 V- 0 SHT SD3 o NOTE: REFER TO DETAIL ro ON 5D3 FOR TYPICAL FRAMING NAILING REQUIREMENTS AROUND OPENING HE AHGE IN PLATE (TYPICAL DOUBLE PLATE IN WALL SPICE) 48" MINIMUM SPICE LENGTH MINIMUM' NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (2) 2x DOUBLE PLATE (16.131"x3" NAILS IN THIS (U.O.N.) NAIL PLATES WITH ZONE, VERSA -LAM COLUMN PER 0.131"x 3 NAILS im S" O.C. JOINT IN LOWER PLATE PLAN, BREAK TOP PLATE TO ( STAGGERED NAIL EACH PLY OF KING AND CRIPPLE ALLOW BEARING MEMEBER JOINT IN UPPER t0 REST ON COLUMN STUDS TOGETHER WITH 0.131"x3-1/4" NAIL STAGGERED NAILS IN PLATE -a roll O.C. STAGGERED (TYPICAL) Z DOUBLE TOP PLATE a CONNECT TOP PLATE TO SEE WALL LAYOUT PLAN FOR TYPICAL STUD TO DOUBLE COLUMN w/ (3) 106 TOE CRIPPLE STUD AND KING STUD NAIL IN EA. PLATE REQUIREMENTS PLATE CONNECTION (SEE DETAIL i ON SD3) PROVIDE 1/4" PLY ION BOT. OF BLOCK SPH4 / ro INSTALLED NAIL EACH PLATE TO CRIPPLE \ — HORIZONTALLY STUD WITH 13X0.131"x3-1/4" NAILS - TOENAIL (TYPICAL) 2x SIZE, TYPE d SPACING PER PLAN 2x TREATED SILL PLATE Li o N ds4j:q w O DOUBLE SILL REQUIRED WHERE \LL z tn OPENING WIDTH EXCEEDS (oI" TYPICAL STUD t0 SILL NAIL TO SILL (U.O.N.) BUILT-UP POST PER PLAN PLATE CONNECTION PLATE m 3"O.C. CONNECT COLUMN TO FTG PER (SEE DETAIL 1 ON 5p3) y� 0 2_ PLAN ANCHOR REQUIRMENTS �\;co��' R BUILT UP CORNER POST (SEE ANCHORS ON EITHER SIDE OF VERSA -LAM I5 NOT t0 BEAR ON i '���� an�.� a� ®"'a DETAIL 5 ON SD3) JOINT IN SILL PLATE BOTTOM PLATE, USE (2) LAYERS OF TYPE IU E 2� INSTALL 6 32" O.G. o ® �a�`' J p 15*' FELT PAPER OR EQUIV, AS TYPE INSTALL 6 24° O.C. VAPOR BARRIER a SEE DETAIL 5 THIS SHEET FOR �-��� ANCHOR TYPES ARCH WINDOW DETAIL- TYPICAL WALL FRAMING CONDITIONS a� FRAMING DETAIL NTS Z omill TRUSS (BY A .0 W 0 L - v w OTHERS) z rn a SHEATHING COVERED BASE TRU55ES o 24" O.C. MAX. Icl 2X8 RIDGE BOA e c PER PLAN W��AC m e a < VALLEY TRU55ES a 24" O.G. BEVEL BOTTOM OF ---- ---- E m H ° TRU55ES TO 81T EVENLY ON SHEATHING. 1.4-414 z a o J (I)A35 FRAMING ANCHOR OR EQUIV. a 48" O.G. TO CONT.{ 2x6 COLLAR TIE HALF A x o d: 2X4. WAY UP HEIGHT OF NUT w/ 3"x3"xl/4" o 4 CONT. 2X4 NAILER W/(2)10d NAILS ail EA. TRUSS AND MIN. VALLEY. FASTEN W/ (5) WASHER y Q Z rA f=1 Lt5-12 TO TRUSSES BELOW a 48" O.G. MAX. FASTEN SYP OR SPF 106 COMMON NAILS '� ALTERNATE: o O z a 2Xro (MIN. WIDTH) PLATE EA. END. CtYP.) SIMP50N LBPS I/2 10 <:> PROVIDE (4)10d TOE NAILS AT RIDGE BOARD END. THRU '1/16" 0.5.5. 5HEAT7kNG J�V SLOTTED WASHER ro W Q A., TO PRE-ENGINEERED TRUSS 2X(o'S -0 24" WITH 1" FENDERCq Ek PROVIDE 2x4 BLOCKING w/ (2) 1&d NAILS EA. END TO BELOW WITH 1/4"x4-1/2" 51MP50N O.C. MAX. WASHER Z Z w c TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES SDS SCREWS 2Xro PLATE TO W O V NOT LINE UP ABOVE TRUSS BELOW TOP CHORD OF EA. TRUSS BELOW ATTACH 2X6 RAFTER TO (2) 2x DOUBLE TDP a H 2X8 RIDGE BOARD PLATE, U.N.O. W FASTEN CONVENTIONAL 2X VALLEY WITH A35 ON ONE SIDE W RAFTER FRAMING (OR PRE-ENGINEERED OF RAFTER. ATTACH A35 Z VALLEY TRUSSES) TO 2X PLATE WITH ON ADJACENT RAFTER V) SIMPSON H2.5 CONNECTORS (5-6d NAILS) t0 OPPOSITE SIDE (AS c NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE AT EACH RAFTER TO PLATE CONNECTION SHOWN). TRUSS PER PLANS BEFORE VALLEY FRAMING IS INSTALLED. — WALL STUDS - SIZE 4 SPACING PER PLAN FIELD FRAME VALLEY GYPSUM BOARD 2 VALLEY TRUSS CONNECTION DETAIL NTS 3 NTS MID -POINT � OVERFRAME DETAIL BLOCKING � BETWEEN STUDS, 1/2" THREADED U.N.O. ROD 6 48" O.G. E EACH SIDE OF cl (,D OPENING (U.N.O.) I O PT POST (AS NOTED) CENTER ROE) STEMWALL STEMWALL OR MONOLITHIC STUD CLIP ALTERNATE: SP's WITHIN DOUBLE Z Q O TOP d BottoM � EACH STUD TOP PLATE e0 1/'2" THREADED ROD SET 5" IN 1/2"xl0" CA5T-IN-PLACE HEADED OR �' O J S,IMPSON SET EPDXY OR 1/2"x5" J -BOLT (i" EMBEDMENT) WITH ANCHOR BOLTS PER OPTIONAL 1/2" HANGER BY DETAIL I THIS PAGE THREADED OTHERS &IMP50N TITEN HD STEMWALL Pt POST COUPLING (U.N.O.) — , (A5 NOTED) E W Li MONOLITHIC 3/all THREADED ROD SET 4" IN� —I Y EXTERIOR BEAM A5 NOTED NUT WITH 2 xl/8 1/2" THREADED ROD SET 4" IN SIMPSON SET EPDXY OR 3/8"x6" WASHER O W O SIMPSON SET EPDXY OR 1/211x8" 61MP60N TITEN HD SIMPSON TITEN HD MONOLITHIC H6 CLIP FROM P05t TO BEAM ABU POST NOTE: HOLE SHALL BE O NOTED) CLEARED OF ALL DEBRIS Z m u 3/8 x6 SIMPSON TITEN HD AND BRUSHED OUT PRIOR TO SILL PLATE II I' SHOWN E -4(5P0.131 x3 1/4'" NAILS 5/8" THREADED O INSTALLATION OF ADHESIVE 0 Z PER PLY � U � ROD w/ NUT SET 2x TREATED SYP LLJJ Z � C2) 2x 5YP '"2 TRUSS PER ° H(o CLIP FROM PO5T TO BEAM .0. IN ADHESIVE SILL PLATE ) >_ Q O BUILT-UP PLAN ° 4 a a ° A 1/2" THREADED �' Q _ STUD ° ° a a EXTERIOR BEAM AS NOTED ROD SET 4" IN � (A a a. COLUMNS ° a I 4 a °d ° °'. d SIMPSON SET DESIGN DRAWN LEDGER ..__,�_--._:..._° _�._ .' �/ CFG/BAD JV PER PLAN O O O <J I --r " CHECKED CC TYPE 1 TYPE 2 TYPE \ � � � DWG.N0 NOTES \ / TM -2150380 -. (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN SILL PLATE REGARDLESS JOB No. PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER ��u.D�tic a SCALE AS NOTED FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4)1/411 x 3 PLAN VIEW 0 TOP OF POST SIDE VIEW '® 5ASE OF POST ANf-0RD DATE 04/14/2015 I/2" l8 TOTAL) SIMPSON 5D5 SCREWS 2) 2-I/2" MASONRY NAILS (NAND OR POWER DRIVEN) a 1(o" O.C. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT 10 DO NOT CARRY UPLIFT TYPICAL INT�fi�IOfi� C�Ifi�DEfiz TRUSS TO 5 ,r-�NC�-IOfi� �30LT ©'TIONS NTS 8 T�r'P. CONN�GtIONS � EXT. POST gra°=��-r��� � � � � . � LEDGER ATTACHMENT DETAIL ���,_��-��� �3E�4%INC� WALLSHT SD4 Rig O 1— cn I ATHING Ld PER I I i v W Li o N ds4j:q w O DOUBLE SILL REQUIRED WHERE \LL z tn OPENING WIDTH EXCEEDS (oI" TYPICAL STUD t0 SILL NAIL TO SILL (U.O.N.) BUILT-UP POST PER PLAN PLATE CONNECTION PLATE m 3"O.C. CONNECT COLUMN TO FTG PER (SEE DETAIL 1 ON 5p3) y� 0 2_ PLAN ANCHOR REQUIRMENTS �\;co��' R BUILT UP CORNER POST (SEE ANCHORS ON EITHER SIDE OF VERSA -LAM I5 NOT t0 BEAR ON i '���� an�.� a� ®"'a DETAIL 5 ON SD3) JOINT IN SILL PLATE BOTTOM PLATE, USE (2) LAYERS OF TYPE IU E 2� INSTALL 6 32" O.G. o ® �a�`' J p 15*' FELT PAPER OR EQUIV, AS TYPE INSTALL 6 24° O.C. VAPOR BARRIER a SEE DETAIL 5 THIS SHEET FOR �-��� ANCHOR TYPES ARCH WINDOW DETAIL- TYPICAL WALL FRAMING CONDITIONS a� FRAMING DETAIL NTS Z omill TRUSS (BY A .0 W 0 L - v w OTHERS) z rn a SHEATHING COVERED BASE TRU55ES o 24" O.C. MAX. Icl 2X8 RIDGE BOA e c PER PLAN W��AC m e a < VALLEY TRU55ES a 24" O.G. BEVEL BOTTOM OF ---- ---- E m H ° TRU55ES TO 81T EVENLY ON SHEATHING. 1.4-414 z a o J (I)A35 FRAMING ANCHOR OR EQUIV. a 48" O.G. TO CONT.{ 2x6 COLLAR TIE HALF A x o d: 2X4. WAY UP HEIGHT OF NUT w/ 3"x3"xl/4" o 4 CONT. 2X4 NAILER W/(2)10d NAILS ail EA. TRUSS AND MIN. VALLEY. FASTEN W/ (5) WASHER y Q Z rA f=1 Lt5-12 TO TRUSSES BELOW a 48" O.G. MAX. FASTEN SYP OR SPF 106 COMMON NAILS '� ALTERNATE: o O z a 2Xro (MIN. WIDTH) PLATE EA. END. CtYP.) SIMP50N LBPS I/2 10 <:> PROVIDE (4)10d TOE NAILS AT RIDGE BOARD END. THRU '1/16" 0.5.5. 5HEAT7kNG J�V SLOTTED WASHER ro W Q A., TO PRE-ENGINEERED TRUSS 2X(o'S -0 24" WITH 1" FENDERCq Ek PROVIDE 2x4 BLOCKING w/ (2) 1&d NAILS EA. END TO BELOW WITH 1/4"x4-1/2" 51MP50N O.C. MAX. WASHER Z Z w c TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES SDS SCREWS 2Xro PLATE TO W O V NOT LINE UP ABOVE TRUSS BELOW TOP CHORD OF EA. TRUSS BELOW ATTACH 2X6 RAFTER TO (2) 2x DOUBLE TDP a H 2X8 RIDGE BOARD PLATE, U.N.O. W FASTEN CONVENTIONAL 2X VALLEY WITH A35 ON ONE SIDE W RAFTER FRAMING (OR PRE-ENGINEERED OF RAFTER. ATTACH A35 Z VALLEY TRUSSES) TO 2X PLATE WITH ON ADJACENT RAFTER V) SIMPSON H2.5 CONNECTORS (5-6d NAILS) t0 OPPOSITE SIDE (AS c NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE AT EACH RAFTER TO PLATE CONNECTION SHOWN). TRUSS PER PLANS BEFORE VALLEY FRAMING IS INSTALLED. — WALL STUDS - SIZE 4 SPACING PER PLAN FIELD FRAME VALLEY GYPSUM BOARD 2 VALLEY TRUSS CONNECTION DETAIL NTS 3 NTS MID -POINT � OVERFRAME DETAIL BLOCKING � BETWEEN STUDS, 1/2" THREADED U.N.O. ROD 6 48" O.G. E EACH SIDE OF cl (,D OPENING (U.N.O.) I O PT POST (AS NOTED) CENTER ROE) STEMWALL STEMWALL OR MONOLITHIC STUD CLIP ALTERNATE: SP's WITHIN DOUBLE Z Q O TOP d BottoM � EACH STUD TOP PLATE e0 1/'2" THREADED ROD SET 5" IN 1/2"xl0" CA5T-IN-PLACE HEADED OR �' O J S,IMPSON SET EPDXY OR 1/2"x5" J -BOLT (i" EMBEDMENT) WITH ANCHOR BOLTS PER OPTIONAL 1/2" HANGER BY DETAIL I THIS PAGE THREADED OTHERS &IMP50N TITEN HD STEMWALL Pt POST COUPLING (U.N.O.) — , (A5 NOTED) E W Li MONOLITHIC 3/all THREADED ROD SET 4" IN� —I Y EXTERIOR BEAM A5 NOTED NUT WITH 2 xl/8 1/2" THREADED ROD SET 4" IN SIMPSON SET EPDXY OR 3/8"x6" WASHER O W O SIMPSON SET EPDXY OR 1/211x8" 61MP60N TITEN HD SIMPSON TITEN HD MONOLITHIC H6 CLIP FROM P05t TO BEAM ABU POST NOTE: HOLE SHALL BE O NOTED) CLEARED OF ALL DEBRIS Z m u 3/8 x6 SIMPSON TITEN HD AND BRUSHED OUT PRIOR TO SILL PLATE II I' SHOWN E -4(5P0.131 x3 1/4'" NAILS 5/8" THREADED O INSTALLATION OF ADHESIVE 0 Z PER PLY � U � ROD w/ NUT SET 2x TREATED SYP LLJJ Z � C2) 2x 5YP '"2 TRUSS PER ° H(o CLIP FROM PO5T TO BEAM .0. IN ADHESIVE SILL PLATE ) >_ Q O BUILT-UP PLAN ° 4 a a ° A 1/2" THREADED �' Q _ STUD ° ° a a EXTERIOR BEAM AS NOTED ROD SET 4" IN � (A a a. COLUMNS ° a I 4 a °d ° °'. d SIMPSON SET DESIGN DRAWN LEDGER ..__,�_--._:..._° _�._ .' �/ CFG/BAD JV PER PLAN O O O <J I --r " CHECKED CC TYPE 1 TYPE 2 TYPE \ � � � DWG.N0 NOTES \ / TM -2150380 -. (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN SILL PLATE REGARDLESS JOB No. PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER ��u.D�tic a SCALE AS NOTED FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4)1/411 x 3 PLAN VIEW 0 TOP OF POST SIDE VIEW '® 5ASE OF POST ANf-0RD DATE 04/14/2015 I/2" l8 TOTAL) SIMPSON 5D5 SCREWS 2) 2-I/2" MASONRY NAILS (NAND OR POWER DRIVEN) a 1(o" O.C. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT 10 DO NOT CARRY UPLIFT TYPICAL INT�fi�IOfi� C�Ifi�DEfiz TRUSS TO 5 ,r-�NC�-IOfi� �30LT ©'TIONS NTS 8 T�r'P. CONN�GtIONS � EXT. POST gra°=��-r��� � � � � . � LEDGER ATTACHMENT DETAIL ���,_��-��� �3E�4%INC� WALLSHT SD4 O 1— cn I ATHING Ld PER I I i v W Li o N ds4j:q w O DOUBLE SILL REQUIRED WHERE \LL z tn OPENING WIDTH EXCEEDS (oI" TYPICAL STUD t0 SILL NAIL TO SILL (U.O.N.) BUILT-UP POST PER PLAN PLATE CONNECTION PLATE m 3"O.C. CONNECT COLUMN TO FTG PER (SEE DETAIL 1 ON 5p3) y� 0 2_ PLAN ANCHOR REQUIRMENTS �\;co��' R BUILT UP CORNER POST (SEE ANCHORS ON EITHER SIDE OF VERSA -LAM I5 NOT t0 BEAR ON i '���� an�.� a� ®"'a DETAIL 5 ON SD3) JOINT IN SILL PLATE BOTTOM PLATE, USE (2) LAYERS OF TYPE IU E 2� INSTALL 6 32" O.G. o ® �a�`' J p 15*' FELT PAPER OR EQUIV, AS TYPE INSTALL 6 24° O.C. VAPOR BARRIER a SEE DETAIL 5 THIS SHEET FOR �-��� ANCHOR TYPES ARCH WINDOW DETAIL- TYPICAL WALL FRAMING CONDITIONS a� FRAMING DETAIL NTS Z omill TRUSS (BY A .0 W 0 L - v w OTHERS) z rn a SHEATHING COVERED BASE TRU55ES o 24" O.C. MAX. Icl 2X8 RIDGE BOA e c PER PLAN W��AC m e a < VALLEY TRU55ES a 24" O.G. BEVEL BOTTOM OF ---- ---- E m H ° TRU55ES TO 81T EVENLY ON SHEATHING. 1.4-414 z a o J (I)A35 FRAMING ANCHOR OR EQUIV. a 48" O.G. TO CONT.{ 2x6 COLLAR TIE HALF A x o d: 2X4. WAY UP HEIGHT OF NUT w/ 3"x3"xl/4" o 4 CONT. 2X4 NAILER W/(2)10d NAILS ail EA. TRUSS AND MIN. VALLEY. FASTEN W/ (5) WASHER y Q Z rA f=1 Lt5-12 TO TRUSSES BELOW a 48" O.G. MAX. FASTEN SYP OR SPF 106 COMMON NAILS '� ALTERNATE: o O z a 2Xro (MIN. WIDTH) PLATE EA. END. CtYP.) SIMP50N LBPS I/2 10 <:> PROVIDE (4)10d TOE NAILS AT RIDGE BOARD END. THRU '1/16" 0.5.5. 5HEAT7kNG J�V SLOTTED WASHER ro W Q A., TO PRE-ENGINEERED TRUSS 2X(o'S -0 24" WITH 1" FENDERCq Ek PROVIDE 2x4 BLOCKING w/ (2) 1&d NAILS EA. END TO BELOW WITH 1/4"x4-1/2" 51MP50N O.C. MAX. WASHER Z Z w c TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES SDS SCREWS 2Xro PLATE TO W O V NOT LINE UP ABOVE TRUSS BELOW TOP CHORD OF EA. TRUSS BELOW ATTACH 2X6 RAFTER TO (2) 2x DOUBLE TDP a H 2X8 RIDGE BOARD PLATE, U.N.O. W FASTEN CONVENTIONAL 2X VALLEY WITH A35 ON ONE SIDE W RAFTER FRAMING (OR PRE-ENGINEERED OF RAFTER. ATTACH A35 Z VALLEY TRUSSES) TO 2X PLATE WITH ON ADJACENT RAFTER V) SIMPSON H2.5 CONNECTORS (5-6d NAILS) t0 OPPOSITE SIDE (AS c NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE AT EACH RAFTER TO PLATE CONNECTION SHOWN). TRUSS PER PLANS BEFORE VALLEY FRAMING IS INSTALLED. — WALL STUDS - SIZE 4 SPACING PER PLAN FIELD FRAME VALLEY GYPSUM BOARD 2 VALLEY TRUSS CONNECTION DETAIL NTS 3 NTS MID -POINT � OVERFRAME DETAIL BLOCKING � BETWEEN STUDS, 1/2" THREADED U.N.O. ROD 6 48" O.G. E EACH SIDE OF cl (,D OPENING (U.N.O.) I O PT POST (AS NOTED) CENTER ROE) STEMWALL STEMWALL OR MONOLITHIC STUD CLIP ALTERNATE: SP's WITHIN DOUBLE Z Q O TOP d BottoM � EACH STUD TOP PLATE e0 1/'2" THREADED ROD SET 5" IN 1/2"xl0" CA5T-IN-PLACE HEADED OR �' O J S,IMPSON SET EPDXY OR 1/2"x5" J -BOLT (i" EMBEDMENT) WITH ANCHOR BOLTS PER OPTIONAL 1/2" HANGER BY DETAIL I THIS PAGE THREADED OTHERS &IMP50N TITEN HD STEMWALL Pt POST COUPLING (U.N.O.) — , (A5 NOTED) E W Li MONOLITHIC 3/all THREADED ROD SET 4" IN� —I Y EXTERIOR BEAM A5 NOTED NUT WITH 2 xl/8 1/2" THREADED ROD SET 4" IN SIMPSON SET EPDXY OR 3/8"x6" WASHER O W O SIMPSON SET EPDXY OR 1/211x8" 61MP60N TITEN HD SIMPSON TITEN HD MONOLITHIC H6 CLIP FROM P05t TO BEAM ABU POST NOTE: HOLE SHALL BE O NOTED) CLEARED OF ALL DEBRIS Z m u 3/8 x6 SIMPSON TITEN HD AND BRUSHED OUT PRIOR TO SILL PLATE II I' SHOWN E -4(5P0.131 x3 1/4'" NAILS 5/8" THREADED O INSTALLATION OF ADHESIVE 0 Z PER PLY � U � ROD w/ NUT SET 2x TREATED SYP LLJJ Z � C2) 2x 5YP '"2 TRUSS PER ° H(o CLIP FROM PO5T TO BEAM .0. IN ADHESIVE SILL PLATE ) >_ Q O BUILT-UP PLAN ° 4 a a ° A 1/2" THREADED �' Q _ STUD ° ° a a EXTERIOR BEAM AS NOTED ROD SET 4" IN � (A a a. COLUMNS ° a I 4 a °d ° °'. d SIMPSON SET DESIGN DRAWN LEDGER ..__,�_--._:..._° _�._ .' �/ CFG/BAD JV PER PLAN O O O <J I --r " CHECKED CC TYPE 1 TYPE 2 TYPE \ � � � DWG.N0 NOTES \ / TM -2150380 -. (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN SILL PLATE REGARDLESS JOB No. PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER ��u.D�tic a SCALE AS NOTED FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4)1/411 x 3 PLAN VIEW 0 TOP OF POST SIDE VIEW '® 5ASE OF POST ANf-0RD DATE 04/14/2015 I/2" l8 TOTAL) SIMPSON 5D5 SCREWS 2) 2-I/2" MASONRY NAILS (NAND OR POWER DRIVEN) a 1(o" O.C. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT 10 DO NOT CARRY UPLIFT TYPICAL INT�fi�IOfi� C�Ifi�DEfiz TRUSS TO 5 ,r-�NC�-IOfi� �30LT ©'TIONS NTS 8 T�r'P. CONN�GtIONS � EXT. POST gra°=��-r��� � � � � . � LEDGER ATTACHMENT DETAIL ���,_��-��� �3E�4%INC� WALLSHT SD4 TOLERANCES: ALL DIMENSION t0 BE HELD WITHIN +- 1/4" OUT5I1DE (2) 2x4's EDGE D15TANCE Q 1" EDGE V211 EDGE 2y2" EDGE- PER DETAIL- p - - -_ z IOdX3 106XV, Q w p COMMON Q XQ z b W w z W INSIDE l7 211 .N ly-N Z 2x's PER DETAI!_ U N I N 2�" lOdX3'� 2y4 GOMMO 0- IOdX3" 0lo 'm T COMMON z z � OFF. SIDE Z � , U IL IOdx3" N lOdX3" c!J N OPP, SIDE COMMON X OFF. SIDE — q DISTANCE PER U DETAIL V) (znx4 8 (2)2Xa 8 (2nxa e o INSIDE f=LT' NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE 2) 2x GOL U1 IN OUTSIDE NAILS NAILED AT 8" O/C. 2X's 2 X 5U I L T Ul= STUD (3) ®r «) 2x GOLIJ1 IN 1 COLUMN DETAILS 11%"=1'-0" i > Ld 2X4 ATTACHED TO EA. GABLE 2X4 BRACE WITH (2) 106 NAILS w d N l UA23 FROM STRONGBACK ° �p TO DIAGONAL y.. = w 2X4 BLOCKS, (2)1(od NAILS '� EA. END. �• • • • s =i BLOCK ADJACENT BAPS EA. DIAGONAL AS SHOWN. FASTEN ROOF 8001= SHEATHING, FASTEN ° SHEATHING TO BLOCKS W/ 8d NAILS PER PLAN ro O.C. J 2X� o �sl 3 a 10d COMMON NAILS 6 8" O.G, p" (5) 16XNAILS REFER TO PLANS FOR PRE -ENG TRUSSES 24" MAX. BRAC /. -0" MA EXACT SIZE OF OH BLOCKING GONt. 2X4 C H INSTALL PER MAN: o GABLE BRACING + UP TO 41--8" NO BRACE REQUIRED \ 4'-8" < H ' 7'-0" (1) 2X4 2X4'S -9 24/"C. REQUIRED SEE CHART. 7'-0" < H:�=' 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 2x4 DIAGONAL BRACE IV STRONGBACK W/ (1) 2X4 BRACE \ I H� 18'-8" STRONGBACK W/ (2) 48" O.C. TO 3RD BAY \ 10d COMMON REQ'D w/ STRONGBACK, \ O J SEE CHART NAILS a 6" O.G. ($) l�od NAILS \ \ GABLE BRACING (+) BRACE t0 \ SEE CHART BLOCKING w \ FOR EXACT FTCz. SIZES W Li GABLE ERTICAL PROVIDE 2x4 BRACE TO LOCATIONS J EA. ADJ. DIAGONAL FASTEN s TO DIAGONAL w/(2) Irod 2ND 2X4 BRACE STRONGBACK IF NAILS. REQUIRED, SEE IF REQUIRED, x GABLE BRACING -0 48" O.C. NOT CHART ,\ z a REQUIRED &' FROM EAVES. z ry O m SLAB OR PAVERS GABLE END SHEATHING 'U Q PER PLAN, SEE GABLE CONNECTION DETAIL FOR REQ"D CONNECTIONS FGABLIE BRACING C H INSTALL PER MAN: o GABLE BRACING + UP TO 41--8" NO BRACE REQUIRED 4'-8" < H ' 7'-0" (1) 2X4 BRACE REQUIRED SEE CHART. 7'-0" < H:�=' 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H:= 149-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H� 18'-8" STRONGBACK W/ (2) 2X4 BRACE Z O� J waw .cq 4 O: W h CONNECTION W v� q o PER PLAN Q H ocn m a�az� o z� CONNECTION o PER PLAN W O E-1 Cq W �a PRECAST HDR. Z w CQ PER PLAN ~ W p v W LLJ 2X12 BOX HDR. W/2X8'8 TOP 4 BOT., _ FASTEN W1I0dX3" NAILS ^a 6" O.C. 2X8 TO (/) 2X12. Pt 2X12 AT WALL TO BE FA5TENED o TO PRECAST W/(2)RO.U5 STAGGERED OF c )/4"x4" TAPCONS e Iro" O.C. MAX. 5-G.D. PER PLAN, DESIGN DRAWN III— — — ... 4 — — — — — CFG/BAD JV N� 1= _ — °„ ; .a ; �_� I—�� I� �: I—� �_� I—� L –� T - - - - i�.:..'—I I �� - A CHECKED CC ALL GABLE BRACING IS TO BE SYP*2 OR BETTER DWG.No. -------- _ .. — — — TM -2150380 —iiii i l l i iii I i i_ JOB No. --- ----- ,= I=� 1 1 I = 11= I =I� 6��tr��N� SCALE AS NOTED SAN( -ARD DATE 04/14/201.5. SD5 3 C A 3L 3fi�'ACINC DETAIL 3/4"=1'-0° z OC'K T SLIDER FRAMING DETAIL NTS ,.0 � i , � SHT INSTALL PER MAN: o � 2x4 BRACE IF SPECS, 54D I REQUIRED SEE CHART. Q z O 10d COMMON O J e Q NAILS a 6" O.G. SEE FOUNDATION PLAN w FOR EXACT FTCz. SIZES W Li GABLE ERTICAL LOCATIONS J s Ow0 2ND 2X4 BRACE IF REQUIRED, x z a SEE CHART ry O m SLAB OR PAVERS F-- PER PLAN 'U Q A -A GA5LE VERTICAL 5RACING � Q o o .. M . 4•. G G +.. A wA 4: d - - - - - - - - - - - - - - - - - I- V) � W DESIGN DRAWN III— — — ... 4 — — — — — CFG/BAD JV N� 1= _ — °„ ; .a ; �_� I—�� I� �: I—� �_� I—� L –� T - - - - i�.:..'—I I �� - A CHECKED CC ALL GABLE BRACING IS TO BE SYP*2 OR BETTER DWG.No. -------- _ .. — — — TM -2150380 —iiii i l l i iii I i i_ JOB No. --- ----- ,= I=� 1 1 I = 11= I =I� 6��tr��N� SCALE AS NOTED SAN( -ARD DATE 04/14/201.5. SD5 3 C A 3L 3fi�'ACINC DETAIL 3/4"=1'-0° z OC'K T SLIDER FRAMING DETAIL NTS ,.0 � i , � SHT