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HomeMy WebLinkAbout145 Big Spring Ter 14-2238 PlansLOT 47 THORNBROOKE. STANTON 2055 ELEVATION C GARAGE LEFT TAYLOR MORRISON THORN BROOK 40'S COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX ";..' i ; L C)C�IINC, SII-UMINUM OVER 24 5U5 F4554, ti;.I; ' k OF ELECTRIC ILEAT, G45 DROP AT ',C,OK101_,, (545 E;f~Op AT DRYER, 645 FROP AT J.H., RECE55ED CAN LIGHTING AT I_ IGNT INCA AT GARAGEFRONT, 6-8 DOORS AN ED KNEE WALL5 AT 5TAIR5, 30' 1-N, G A5 RANGE, PAVER DRIVE AND T aY AT ANAL ACRYLIC L REVIEWED FOR CO E COMPLW4CE PLANS EXA INER .DATE SANFORD BUILPING DIVISION A PERMIT ISSUED SHALL. BE CONSTRUED TO BEA 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 COV - GENERAL NOTES INDEX SPECIFICATIONS 09-09-)4 COMPLETED REVISION �0 INCLUDE: RELOCATED A/C PADS TO REAR OF HOME. INTERFACE PLAN 1 1 - SLAB I C 2A1 - MAIN FLOOR PLAN NOTES 09-19-14 COMPUTED REV151ON TO INCLUDE: ® ADDED RADIANT BARRIER ® ADDED POOL AND 5PA PRE -WIRE 0 ADDED SUMMER KITCHEN PRE -WIRE 0 ADDED 8 FT. ENTRY DOOR 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -NOT USED 3C1 -FRONT ELE1/ATION, .DETAILS 3C2 -SIDE AND SEAR ELEVATIONS, ROOF PLAN 30 -BUILDING SECTION, FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN OCT p 6 2015 GENERAL CONSTRUCTION NOTE5: OCT 0 G Z05 CHAPTERS AND SECTIONS REFER TO 2010 FB.C. RESIDENTIAL CODE OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION, CEILING CONSTRUCTION: 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 HA51TABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. PXTp12Inp PIN15wp5. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND A5TM CUo, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2 AND A5TM C 1063: STUCCO CONTROL JOINTS: 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 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN 545E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES 5HALL BE CONSIDERED A5 CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLAbHING: I. FLASHING 5HALL BE INSTALLED AT WALL AND ROOF INTERSECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORRO5ION-RES15TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 18103.8). WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, 50LID CORE 15.C) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. ' JOB NUMBER 24002.135 ' CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 X FF11- 0 ,W y il j 00 DAVIS BEWS O J NO 01 DESIGN GROUP i 150 STATE STREET EAST OLM MR, FLORIDA 34677 Y/ � cm 813.925.1800 FAX W W W.DAVISBEWSCOM co EST. 1994 6 >: Jccom 66 ` a o U. 0 o J 'd ~O o�C1 3�E .= :cm c =*'cNn °roe 4d zr�� ' JOB NUMBER 24002.135 ' CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 A510HALT 5HINGLE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF e��llli l i pl ppt�� 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.I, UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I OR TYPE II OR A5TM D 615116 REQUIRED INS° ACCORDANCE WITH SECTION R905.2.1. .' �'® Li. •°°. �" '►, +LII X • d' i'ri C� co 0 CHIMNEY HEIGHT REQUIREMENTS: e 1 rLON Z IN ~mm 0 I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS �. Ca p ��// ® aq THROUGH THE ROOF AND MUST BE 2'-0" HIGHER T�?A'i THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. ` ,`�y+' w + TUB AND SHOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND IppIp1:111®� INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE° CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL Z THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF M DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 51LOCK5. GUTTERS WITH DOU.N5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED 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 LEVET. WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 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 CONDEN5ATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST 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 $HALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND J SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED 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'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER 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 "TH15 DRYER EXHAUST 5Y5TEM 16 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH ' AMCA STANDARD 550 IN F5C. 2055 ATTENTION GENERAL CONTRACTOR / BUILDER: ' ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF TITLE • ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES 5HALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S COVER SHEET OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV15ION5 OR CHANGES, NOT RELATED GENERAL NOTES 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 HELP RESPONSIBLE. _ REV. 02-28-14 y il DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLM MR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCOM TAMPA + DENVER. EST. 1994 A510HALT 5HINGLE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF e��llli l i pl ppt�� 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.I, UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I OR TYPE II OR A5TM D 615116 REQUIRED INS° ACCORDANCE WITH SECTION R905.2.1. .' �'® Li. •°°. �" '►, +LII X • d' i'ri C� co 0 CHIMNEY HEIGHT REQUIREMENTS: e 1 rLON Z IN ~mm 0 I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS �. Ca p ��// ® aq THROUGH THE ROOF AND MUST BE 2'-0" HIGHER T�?A'i THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. ` ,`�y+' w + TUB AND SHOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND IppIp1:111®� INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE° CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL Z THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF M DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 51LOCK5. GUTTERS WITH DOU.N5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED 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 LEVET. WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 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 CONDEN5ATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST 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 $HALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND J SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED 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'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER 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 "TH15 DRYER EXHAUST 5Y5TEM 16 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH ' AMCA STANDARD 550 IN F5C. 2055 ATTENTION GENERAL CONTRACTOR / BUILDER: ' ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF TITLE • ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES 5HALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S COVER SHEET OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV15ION5 OR CHANGES, NOT RELATED GENERAL NOTES 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 HELP RESPONSIBLE. _ REV. 02-28-14 ELEVATION 2N 0'-4" 4 HB. 40'-0" COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection G.C. VERIFY LOCATION OF POOL/5PA EQUIPMENT, SWITCH LOCATION FOR POOL LIGHT AND ELECTRICAL REQUIREMENTS v 224" 3,4,64° A/C PAC) C V 0o 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM (VERIFY LOW WALL co N V/oo(0fA LOCATION) AT 3' 4" AFF. HB. ABV. >JM 3/4" P.Y.G. BAR 0 4' 0" CONDEN5ATION DRAIN o OroC0 05� E _ CR) BY PLUMBER ROUGH. IN G.G. VERIFY ACRYLIC S" 8" ON LANAI 4" P.V.C. GRILL W/ v – HOOD cO ROUGH -IN ELEVATION Q (-) 0'-4" UNDER CAB 12'-2" 4'-4" 2'-6" - N REP: - ROUGH -IN - co 11/2" RECE55 FOR POCKET SLIDER «� G.C. VERIFY: LOCATION AND PRE -WIRE FOR PLUMBING ROUGH IN ONLY ELECTRICAL ROUGH IN ONLY AT OUTDOOR KITCHEN 1'-2" 12' 6" 20'-4" ELEVATION AT 0'-0"' (A55UMED) II � II �N77_7II Il�—�> IaM�\ II X I II I I 8" 4'.6" 2' 3" 3'-10" 8' y.. 20'-4" 3'-8" 10" 1'-4" o e � Q m "7 — LAY.) ( LAV.) HEAD SIB/ 5HOWER ISI N I I nr- �I III IUL—_JIB PROVIDE WATER i 19'-8" 20'-4° LINE FOR ICE MAKER N ' m 20'-5" 19'-1" i N ELEVATION (401-411 M r Q N ELEVATION (+) 0'-0" ELEVATION (-) 0'-4" am a� `r `1• n a' ,811 19' 4.. 8.. 1'-0" DIA. PAVERS @ PERMACA5T I/2 - COL. ABV. (TYP.) OILELEVATION ELEVATION ELEVATION ) PAYER DRIvE / LEADWALK 13'-4" 2'-4" 16'-0" 2'-4" 6'-0" 2014" COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection G.C. VERIFY LOCATION OF POOL/5PA EQUIPMENT, SWITCH LOCATION FOR POOL LIGHT AND ELECTRICAL REQUIREMENTS v • JOB NUMBER 24002.135 • CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 x m DAVIS BEWS DESIGN GROUP C V 0o 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM AMPA • DENVER EST. 1994 0IA co N V/oo(0fA SIMy M >JM �. 6 Q�NL 0 o OroC0 05� E iL L W N 6 p*f0 to ro0 ON Zr241 • JOB NUMBER 24002.135 • CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 SLAB INTERFACE PLAN GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM AMPA • DENVER EST. 1994 SLAB INTERFACE PLAN GARAGE LEFT G.G. VERIFY: G.C. VERIFY LOCATION OF LOCATION AND PRE -WIRE FOR 3 6x3 6 A.C. PAC)LOW WALL POOL/SPA EQUIPMENT, SWITCH PLUMBING ROUGH IN ONLY ELECTRICAL ROUGH IN ONLY AT 3'-4" A.F.F. LOCATION FOR POOL LIGHT AND AT OUTDOOR KITCHEN (VERIFY 3 - 25 SH. ELECTRICAL REQUIREMENTS T.OM. LOCATION) Hp AT 8' (D" T.O,M. 9' 411 N.B. *EGRESS 9'-4" AFF. BAR—-------------_ SINK 9'-4" FLAT CLG. ROUGH -IN LANAI BOTTOM OF LINTEL 101-0" FLAT CLG. — 22'-0"x8'-0" AT 8 O AFF, GRILL W/ 9'-4" PLT. HT. MASTER SUITE HOOD CDH-IN 16'-8"x12'-10" G.C. VERIFY ACRYLIC 10'-0" TRAY CLG. UNDER CAB T.O.M. ON LANAI 9'•4" I ROUGH-IN 12-OXS-0 TEMP. PKT. SLIDER FLUSH FRAME r Q TO FURRING ARCHFROM �� I I►�8-6 T091-011 2-6x6-8 FAMILY ROOM U O 119'-0"x13'-4" VAULTED CLG. � z � ,9 3s <? 9''411 o .n @ Q � � CLG. M)12'-0" 2,96:12 :A1H CLG. SLOPE 2.96:12 = 1.6X6.8 -- ( VAULT TEMP. GL. _ _R/5 M ENCL. c Q I I KNEE WALL M. BATH VINYL CPT. 9'-4" FLAT CLG. 9 4 s CLG. I �, i 11 U TILE TEMP. GL. a I a COUNTERTOP / — SHOWER ENCL. ON 42" N, r 36x22 I I I Z LOW WALL \ / > 36" H. VANITY I ATTIC 0 L- ACCESS HEAD LAV. CD 0 SHOWER R/S Lu WALL FOR �y KITCHEN o 5-1/4 CROWN Q MOULDING (TYP.) , FURR OUT \ ���Q ELEVATION I SHOWER 5'-0' TUB E 3 - Ix4 BLOCKS I I VAULTED CLG. U E O" A.F.F. 1x6 TRIM BD. o I I CABINEp SR I o BEDROOM 2 I t' BATH 2 ARCH FROM c i • JOB NUMBER 24002.135 • CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 DAVIS BEWS DESIGN GNOVP x cd 150 STATE STREET EAST OUXA4 , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • D1 LAVER �—a EST. 1994 ezz-� LO V T 0 0 � �O Nrn 00 aO�M N y r , 6 >_';jN 6 L °0L. 0 0 �J�a 0 C) LL L =*� 0 L.0 �n 0 ,- ZO�� • JOB NUMBER 24002.135 • CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 nr- 11'-0"x10'-2" 4 I aZ 91 4" 8'-6" TO 9'-011o I III 9'-4" FLAT CLG. CLG. 'c; `�®A111111t/t� 2- Ix4 BLOCKS I s III , ,� I I �®�//'�'® OL ELEVATION I , -� — — - I a III I I , kX `4 .00.,000 AFF. d — — ,� ( UL _ J �� ��� , ;"�° ee�® �✓n �„ -th ATTENTION TRU55 MANUR. .� • FIELD VERIFY � _ _ TRAY CLG. IN ROTUNDA L6' 8'° go cv Ix4 TRIM BR > s Q z G D IS DOWN -FRAMED .. 9w 4 �6 11 4 CLG. C+6 W � • co 0 i • ® z 12' 0" CLG. m; dQ) ILw v Qom• dam, . a'v •�(• 91.411 111-411 c1i i--- d� p�w.it, �yMy 0 „ U CLG i U C IGPT.I�INYL BRKFST. 2.96:12 �o w$� f� oo ���' Q ARCH FROM I I @ 2.96:12 10'-10"x8'-8" VAULT �_ .. 8 46 TO 94" I I _ 0� 2-6x6-8 �, SLOPE VAULTED CLG. ROTUNDA DETAIL �N I N ARCH FROM C ''TO—O BEDROOM 36px6 a 8'4' To 94" SCALE: I/2" : 1'-011 , „ �, a 12 -O CLG. , �\ N o 11'-0"x10 -0 fl , 9'-4" FLAT CLG.11'411 CLG: 55H. I ----- Q — U 4 ' < L"= I = I J ARCHFROM L" o (� ARCH FROM U UTIL. L—A I:::j 1 I ` 6411 To 9'-011 91-41t _77 8'4' I 61 TO9 O 4th I a cD CLG w m IoQ L_ _ _ DRYER VENT _ OW.H. INSULATE G.G. VERIFY PRYER 121-011 91-411 WALLS = o VENT BOOSTER FAN CLG, CLG, I DINING co d w Q) „ „ m NICHE NICHE REQUIRED � o 12 -0 x11 -6 O 4 O 4 _- z a 10'-0" TRAY CLG. -0" FLAT CLG. J0 9'-411 FLAT CLG. U w NOTE: 0 ALL INTERIOR 8 lb ANGLED WALLSa" ARE AT 45° (U.N..) 541142" ATTIC ACCESS NICHE DETAIL DEN 1 o a 12'-0"x11'-6" SCALE: 1/4" = 11-011 O GARAGE FLUSH FRAME 10'-0" TRAY CLG "' TO FURRING 19'-4"x22'-0" 0 8'-0" PLT. HT, PAVERS ENTRY V J oLINE OF GARAGE POOR IN OPEN POSITION U- r ---------------------T.O.M. d 12'-011 <r _IO' -O" FLAT CLG. o _ o 12' 0 m 9 4" FLAT CLG. � A.F.F. GJ,m,.�. _•,,' O I I J I II 3II/2 35 SH.G.C. VERIFY U PD. AT 6'81 RADIANT T.O.M. ARCHED HDR. V-0DIA. O.H. • • (SEE ELEVATION) PERMAGAST 1/2 GOL A.F.F. - REFER TO SHEET(TYPJ 01 4""2 2 3 8 2055 25 FOR FLOOR PLAN PAVER DRIVE / LEApWALK W/ DIMENSIONS HATCHING LEGEND INSULATE WALL T/ TLE Til 1 nnQ pr AA/ A/nrr'c II V I nim VV?G..I I G I.J I \/.I II FLOOR PLAN N -O TES SHEET SCALE: 1/4 = II -011 2A GARAGE LEFT • DAVIS BEWS DESIGN GNOVP 150 STATE STREET EAST OUXA4 , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • D1 LAVER �—a EST. 1994 ezz-� nr- 11'-0"x10'-2" 4 I aZ 91 4" 8'-6" TO 9'-011o I III 9'-4" FLAT CLG. CLG. 'c; `�®A111111t/t� 2- Ix4 BLOCKS I s III , ,� I I �®�//'�'® OL ELEVATION I , -� — — - I a III I I , kX `4 .00.,000 AFF. d — — ,� ( UL _ J �� ��� , ;"�° ee�® �✓n �„ -th ATTENTION TRU55 MANUR. .� • FIELD VERIFY � _ _ TRAY CLG. IN ROTUNDA L6' 8'° go cv Ix4 TRIM BR > s Q z G D IS DOWN -FRAMED .. 9w 4 �6 11 4 CLG. C+6 W � • co 0 i • ® z 12' 0" CLG. m; dQ) ILw v Qom• dam, . a'v •�(• 91.411 111-411 c1i i--- d� p�w.it, �yMy 0 „ U CLG i U C IGPT.I�INYL BRKFST. 2.96:12 �o w$� f� oo ���' Q ARCH FROM I I @ 2.96:12 10'-10"x8'-8" VAULT �_ .. 8 46 TO 94" I I _ 0� 2-6x6-8 �, SLOPE VAULTED CLG. ROTUNDA DETAIL �N I N ARCH FROM C ''TO—O BEDROOM 36px6 a 8'4' To 94" SCALE: I/2" : 1'-011 , „ �, a 12 -O CLG. , �\ N o 11'-0"x10 -0 fl , 9'-4" FLAT CLG.11'411 CLG: 55H. I ----- Q — U 4 ' < L"= I = I J ARCHFROM L" o (� ARCH FROM U UTIL. L—A I:::j 1 I ` 6411 To 9'-011 91-41t _77 8'4' I 61 TO9 O 4th I a cD CLG w m IoQ L_ _ _ DRYER VENT _ OW.H. INSULATE G.G. VERIFY PRYER 121-011 91-411 WALLS = o VENT BOOSTER FAN CLG, CLG, I DINING co d w Q) „ „ m NICHE NICHE REQUIRED � o 12 -0 x11 -6 O 4 O 4 _- z a 10'-0" TRAY CLG. -0" FLAT CLG. J0 9'-411 FLAT CLG. U w NOTE: 0 ALL INTERIOR 8 lb ANGLED WALLSa" ARE AT 45° (U.N..) 541142" ATTIC ACCESS NICHE DETAIL DEN 1 o a 12'-0"x11'-6" SCALE: 1/4" = 11-011 O GARAGE FLUSH FRAME 10'-0" TRAY CLG "' TO FURRING 19'-4"x22'-0" 0 8'-0" PLT. HT, PAVERS ENTRY V J oLINE OF GARAGE POOR IN OPEN POSITION U- r ---------------------T.O.M. d 12'-011 <r _IO' -O" FLAT CLG. o _ o 12' 0 m 9 4" FLAT CLG. � A.F.F. GJ,m,.�. _•,,' O I I J I II 3II/2 35 SH.G.C. VERIFY U PD. AT 6'81 RADIANT T.O.M. ARCHED HDR. V-0DIA. O.H. • • (SEE ELEVATION) PERMAGAST 1/2 GOL A.F.F. - REFER TO SHEET(TYPJ 01 4""2 2 3 8 2055 25 FOR FLOOR PLAN PAVER DRIVE / LEApWALK W/ DIMENSIONS HATCHING LEGEND INSULATE WALL T/ TLE Til 1 nnQ pr AA/ A/nrr'c II V I nim VV?G..I I G I.J I \/.I II FLOOR PLAN N -O TES SHEET SCALE: 1/4 = II -011 2A GARAGE LEFT • REFER TO SWEET 2A FOR FLOOR PLAN W1 NOTE5 401-011 JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REMISED 09-09-14 09-17-14 09-19-14 22'-011 • x ro r DAVIS BEWS DESIGN GPOVP C LD too 0 J (� p> 1411 N' 0) IS' -4" O N0m 1.011 ----- "' L >J; L L, oNLL ----- --- -- —� c J 0 0 CO > �� �cq L � � N 40 p . t0 �Nro^ 4-+ z°!-p2°v $11 I $11 ------- LANAI MASTER SUITE rcoo 21.Oil (TYf'.1 3 0 12'-2" M.O. 41-411 2 -6 11 1 v v 5=3 -------------------- 1 1 FAMILY ROOM 0 3' 0u 41.011 011 51.211 4'-611 m '•0" 1'-8" 61411 61.211 3'-811 14 I 41.3° N M. BATH 1 � Y N =JsY Y 0 co 1 KITCHEN 40 II' 811 u' 21-811 51 0.. 6'-8" 2116" I 111-61, BEDROOM 2 BATH I _ I nr l 11 20 III III I i UL 2�-811 r it _ BRKFST. - e YP. 1 «, 12' 0" 21.511 M 41.111 ' 0111 I'-6" 5'-0" 1'-6111 '-0111 BEDROOM 3=�Iff e - II' -8" 2'-8" I II 6'-4" L —_ J 411 51 011 41-111 31 1° 61-411 11 UTI L o �' ( 21.011 .011 (TYR) _i O DINING � 2 201.011 $11 9'•10" p1.611 N DEN 2.0 GARAGE (TYP.1 1'-4" 3'=4" M.O. I' -411 ENTRY r --------------------- i ' I 13'-411 _ -- 8" 8" C9 «, «, 5'-111211 111 111 21.011 11'-41 61-011 13'-411 2'-411 16'-0" M.O. 21-411 20'4' IV -411 40'-0" '. JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REMISED 09-09-14 09-17-14 09-19-14 • x ro r DAVIS BEWS DESIGN GPOVP C LD too 0 J (� p> N' 0) O N0m L >J; L L, oNLL 0 c J 0 0 CO > �� �cq L � � N 40 p . t0 �Nro^ 4-+ z°!-p2°v JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REMISED 09-09-14 09-17-14 09-19-14 ' �- .LL A•cv • ., ® may.; cc` cc ® 0 amu• v • PDON ° •� a Ltd! « ltco 00000 ®R'`C. s� 01 W V N L.L. 1 2055 6 TI TLE • FLOOR PLAN DIMENSIONS ? tca-c j 14-228 FLOOR PLAN DIMENSIONS GARAGE LEFT r DAVIS BEWS DESIGN GPOVP 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM .TAMPA • DErgVER. EST. 1994 ' �- .LL A•cv • ., ® may.; cc` cc ® 0 amu• v • PDON ° •� a Ltd! « ltco 00000 ®R'`C. s� 01 W V N L.L. 1 2055 6 TI TLE • FLOOR PLAN DIMENSIONS ? tca-c j 14-228 FLOOR PLAN DIMENSIONS GARAGE LEFT TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'_0" 8" SEGMENTED COPED BANDING DETAIL SCALE: I/2" - P-0" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM T.O.M. BEYOND 12 z a6 T.O.M. �SNINGLE C o N0000) 63 ` ` 0 0 i, ROOF o G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA CALL -OUT 8" SEGMENTED— w w � x > o z TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'_0" 8" SEGMENTED COPED BANDING DETAIL SCALE: I/2" - P-0" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 12 6� T.O.M. BEYOND 12 Ld a6 T.O.M. �SNINGLE C o N0000) 63 ` ` 0 0 i, ROOF G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA CALL -OUT 8" SEGMENTED— (TYPICAL) COPED BANDING (TYPJ �o TEXTURED FIN15H FINISH FLOOR LINE 12 6� 12 Ld a6 LLI �SNINGLE C o N0000) 63 ` ` 0 0 i, ROOF G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA CALL -OUT (TYPICAL) ,-Ir _ m � 61 - r 1/2' 1 N 21/2" 4" 31/2" II/2' 11 p. $ FRONT VIEW SIDE VIEW DECORATIVE CROWN DECORATIVE STUCCO MOLDING DETAIL BRACKET DETAIL SCALE: I/2" I'-0" SCALE: 3/4" - I'-0" DAVIS BEWS FG. DESIGN GROVP 31_011 150 STATE STREET EAST OLDSTMR, FLORIDA 346-n 813. 925 - 1300TEL ENTRY F.G. DETAIL S 813.9 W W W.DVISBEAVlSBE 0 FWS.00M SCALE: 1/2" = V-011 TAMPA • E>ErIVER. EST. 1994 �6HING LE 12 SHINGLE�6 ROOFDECORATIVE OOF I' 0" CROU�I . W C5.,, LIL �-%,%o BRACKET14 14 MOULDING �.,,p r� tl (SEE DETAIL) (SEE DETAIL):m'., ¢•'< d •a'„% z e►j ",I � o• ®�" , q�®yam 12 PLT. NT. --STUCCO ! _T.01`". BEYOND Q 6 SADDLE FINISH 8" SEGMENTER L5HINGLE 2' 0° COPED BANDING ROOF (TYR) T.O,M. F.G. 3 BANDING DECORATIVE N BY BUILDER IE TEXTURED .� FINISH N 8" SEGMENTED COPED BANDING IC'' (TYPJ _y �IAE�` La t s FINISH FLOOR LINE 1'-0" 5Q. ALIGN TOP OF GRADE LINE S SCORED BANDING BANDING W. 80TT (ASSUMED) AT 45° ANGLE (TYPJ OF WINDOW ,.. �, N N r"'t,, ELEVATION "C" GARAGE LEFT x ro w C o N0000) 63 ` ` 0 0 i, to 0p J �° N' 04 1? m .- >Jcm Q�IL -p 0��0 U.L ro °' t p * !D o� roti ZG20 DAVIS BEWS FG. DESIGN GROVP 31_011 150 STATE STREET EAST OLDSTMR, FLORIDA 346-n 813. 925 - 1300TEL ENTRY F.G. DETAIL S 813.9 W W W.DVISBEAVlSBE 0 FWS.00M SCALE: 1/2" = V-011 TAMPA • E>ErIVER. EST. 1994 �6HING LE 12 SHINGLE�6 ROOFDECORATIVE OOF I' 0" CROU�I . W C5.,, LIL �-%,%o BRACKET14 14 MOULDING �.,,p r� tl (SEE DETAIL) (SEE DETAIL):m'., ¢•'< d •a'„% z e►j ",I � o• ®�" , q�®yam 12 PLT. NT. --STUCCO ! _T.01`". BEYOND Q 6 SADDLE FINISH 8" SEGMENTER L5HINGLE 2' 0° COPED BANDING ROOF (TYR) T.O,M. F.G. 3 BANDING DECORATIVE N BY BUILDER IE TEXTURED .� FINISH N 8" SEGMENTED COPED BANDING IC'' (TYPJ _y �IAE�` La t s FINISH FLOOR LINE 1'-0" 5Q. ALIGN TOP OF GRADE LINE S SCORED BANDING BANDING W. 80TT (ASSUMED) AT 45° ANGLE (TYPJ OF WINDOW ,.. �, N N r"'t,, ELEVATION "C" GARAGE LEFT II I :i. II 11..._ ----------------------- I I I I I I I I I I I I I I I I I---------� ROOF VENT REQUIREMENTS HATCHING INDICATES r RECESS IN TRUSSES FOR I G.G. VERIFY THAT 656.31 SQ. IN. I I TRAY CLG, BELOW (TYP.) I OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 REQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S «L SPECIFICATIONS OF NET FREE AREA PER VENT. I w I I I I � 1 I I AA I A -4. i 3C3 I � I I I I I I 1 KNEE WALL i I w OKI II I I� II KNEE II WALL II SADDLE li--- ---~ii it I j II y%O I I II I I II II I I II I �{—------------ I II .----'___.—_---.__---_ - ----- G.G. VERIFY TYP. RADIANT OVERHANG BARRIER AT HIP ROOF PLAN. SCALE: 1/8" - I'-0" 11/2" THICK SAND FINISH KEYSTONE �c EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING CLEAR OPENING HEIGNT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT * * ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE APPLICATION SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 031o.1 AND FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE %122 ING AND PER WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, A5TM C 1063. WHERE PROVIDED, SHALL COMPLY WITH THE * * REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 12 D a6 21-Q11 12 �� OFF -RIDGE —SHINGLE GGJJ �6 VENT (TYP.) ROOF (TYP.) SNINGLE ROOF STUCFINISCO 12 T.OM. T.O.M.--SNIINGLE T 6 i - _ - ROOF —}- T.O.M. _ 2'-0" �xruRED � LTExTu�ED � _ a' FIN15N 7 FINISH 7 * * TYP. r ,� RETURN AT SIDES FINISH FLOOR LINE_ _ _ _ _ _ _ - _ _ _FINISH FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION, SCALE: I/a" = I4" 21 011 a, ( i JaD) L DAVIS BEWS DESIGN GROVP x 0 w z �• u r 0 TEXTURED n �, ^MMI _ _ O 1 �Nt'/M y . ,'- w ' ? J M `` �0 x 00 td 12 oroC0 1 lLY 0� = cyO Lu �c EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING CLEAR OPENING HEIGNT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT * * ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE APPLICATION SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 031o.1 AND FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE %122 ING AND PER WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, A5TM C 1063. WHERE PROVIDED, SHALL COMPLY WITH THE * * REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 12 D a6 21-Q11 12 �� OFF -RIDGE —SHINGLE GGJJ �6 VENT (TYP.) ROOF (TYP.) SNINGLE ROOF STUCFINISCO 12 T.OM. T.O.M.--SNIINGLE T 6 i - _ - ROOF —}- T.O.M. _ 2'-0" �xruRED � LTExTu�ED � _ a' FIN15N 7 FINISH 7 * * TYP. r ,� RETURN AT SIDES FINISH FLOOR LINE_ _ _ _ _ _ _ - _ _ _FINISH FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION, SCALE: I/a" = I4" 12 II-ml1 6 214 11 (TYP.) 12 12 6� 6 C7 \-GRADE LINE REAR (A55UMEa) ELEVATION BGQI r: ur311 II_�II n 12 6� —SHINGLE OFF -RIDGE 12� 6 ROOF VENT (TYP) LSNINGLE 6" BANDING ROOF T.O.M. (TYP.) mmmmkv�T.O.M. e 21 011 a, ( i JaD) L DAVIS BEWS DESIGN GROVP x 0 w 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �• u r 0 TEXTURED n �, ^MMI _ _ FINISH FLOOR LINE _ _ _ 1 �Nt'/M y . ,'- FINISH FLOOR LINE ' ? J M `` �0 00 td 12 oroC0 1 lLY 0� = cyO 1 o� o X11' z - c TEMP. n, - _ _ - 12 II-ml1 6 214 11 (TYP.) 12 12 6� 6 C7 \-GRADE LINE REAR (A55UMEa) ELEVATION BGQI r: ur311 II_�II n 12 6� —SHINGLE OFF -RIDGE 12� 6 ROOF VENT (TYP) LSNINGLE 6" BANDING ROOF T.O.M. (TYP.) mmmmkv�T.O.M. e 21 011 a, ( i JaD) L DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -�� EST. 1994 - 12 II-ml1 6 214 11 (TYP.) 12 12 6� 6 C7 \-GRADE LINE REAR (A55UMEa) ELEVATION BGQI r: ur311 II_�II n 12 6� —SHINGLE OFF -RIDGE 12� 6 ROOF VENT (TYP) LSNINGLE 6" BANDING ROOF T.O.M. (TYP.) mmmmkv�T.O.M. e 21 011 a, LTEXTURED FINISHa 7 TEXTURED _ _ FINISH FLOOR LINE _ _ _ _ - _ _ FINISH FLOOR LINE FINISH FINISH FLOOR LINEjj=_ TEMP. n, - _ _ - FINISH FLOOR LINE 12 II-ml1 6 214 11 (TYP.) 12 12 6� 6 C7 \-GRADE LINE REAR (A55UMEa) ELEVATION BGQI r: ur311 II_�II n 12 6� —SHINGLE OFF -RIDGE 12� 6 ROOF VENT (TYP) LSNINGLE 6" BANDING ROOF T.O.M. (TYP.) mmmmkv�T.O.M. e 21 011 a, LTEXTURED FINISHa 7 _ _ FINISH FLOOR LINE _ _ _ _ - _ _ FINISH FLOOR LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: SCALE: 1/8" , 1411 • 2055 TI TLE • SIDE AND REAR ELEVATIONS n " ROOF PLAN 4-2238 • SHEET • ELEVATION C3C2 GARAGE LEFT • YYINDO��j I YY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 15 J FELT Z N.T.S. N.T.S. O �--- 3 TAB 25 YR SHINGLE ON 15# FELT OVER L_.XTERIORWALLS SHALL PROVIDE THE Eil_IDNGWITH A WEATHER-RF.SISAN f EX I ERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS w DESCRIBED IN SECTION R703,8, FBRC, THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED ANP.:) CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF Lu ROOF SHEATHING SPECIFIED ON NAILING ~X } Lu SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INS f ALLATION INSTRUCTIONS. / SCHEDULE ROOF OVER PRE-ENGINEERED ._ FLASHING � .. ..... .:...., _ „_ ., c ASPHALT SAfURAiE.I.) FELT FREE FROM HOLES AND BREAKS, WEIGHING NO]"LESS THAN 14 POUNDS I'LR 100 SQUARE (-LLT (0.68,5 kcJ/rrl2)I AND COMPLYING WIIH ASTM D WOODEN _ 2 26NOR OTHER APPROVED WEATHER—RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF AL..L. EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH JJJ ROOF TRUSSES 0 24" G.C. MATERIAL.. SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER, LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS :.,;ILE. PLATE , .., cry .. OCT , FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 mm), O(��C,LJf�,, I! Nr IE ;z. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN .SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL � OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND CAVITY OR PENETRATIONE S Uf HURRICANE `"STRAP PER .T .. _ � .. SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION RESISTANT FLASHING, SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: ,1'.:d INO TO BE FLEXIBLE SELF, -ADHESIVE TYPE (MIN. 6" WIDE) ROOF FRAMING PLAN ,Im:;A yVLAIHr..E, RL.SL,I,vI. tliARRIf..I, Ci,a.7M I01 uF WINDOW SEl.r. PLA1L. 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF ---FLASHING WINDOWS IAVING A CONTINUOUS S ING S SHOWN ABOVE: I,�:;rnl.l SILL FLASHING A c S SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING INCLUDING CORNERS DO NOT REQUIRE LAP OF NOT LESS THAN 1 1 /8 INCHES (,2$mrTi} ,OVER THE .�HEATHIN ,� M E L Q , , ,; N R-MAININ WINDOW UNIT , ..LI f I ,, aF,aN. AROUND E � ADDITIONAL FLASHING; JAMB FLASI--IING MAY ALSO BE OMITTED WHEN SPECIFICALLY APP'ROV'ED BY THE BUILDING OFFICIAL. � PER Rr'>I>TIVrBARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CI­-IIMNLYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO „I.T;IR G �� Gt�PIN(.� 3, UNDER AND AlL THE ENDS ' OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 50# FELT OVER TYPICAL FLASHING DETAIL AT SILL PLATE4• CONTINUOUSLY ABOVE ALL PROJECTING 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 WALL AND ROOF INTERSECTIONS, METAL. FLASHING `~ 5%5" (METAL !FLASHING �^ BRG. HOT. 18"x18" METAL SHINGLE': ROOFPER CONTRACT I w/TARNBEAND SHINGLES -::�l \ALUM. DRIP EDG FLASHING �^^,, ./^ SHINGLE PER _r2x6. FASCIA CONTRACT \� �.— nFF1T VFN'fEC7 ALUM. S SHEATH & EXT FINISH '\ �.... I, -..... .. ,^ WINDOW FLASHING AS REO'D � I 1 x WINDOW TRIM .DBL.. - 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. WEA11iF'ER /-° - OLD UP WEATHER TIE -1N WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING dESWSTIVE BARRIER & SILLY ! 4.;`I`E`N RESIST IVE"T,,, � I I .nl,? IU BARRIER — ICMPO RARpR.Y SECURE 1. INIF.GRAIE. IN.,PALL.ATION OF WEATHER RESISTIVE HARRIER WITH FLASHING TO FORM WATER SHE'D DING LAPSATHR + b v F , .,._ FOLD UP WEATHER RESISTIVE BARRIER & 2. SCORE & FOLD WEATHER RESI.SI'IVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 1TEMPORARILY SECURE EXTERIOR SHEATHING 1 1 i4PTd1 R 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIERR S WALL PER PLAN 1!'L f , _ SILLPLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE Aq 2 WEATHER RESISTIVE FM.�I f Co BARRIER Ind rev J r 2 �Sc� a FLASHING ��� TE ((SILL DE ABL B 4, 000 ...... i'") FOR OPTIONS) 00 ASH NG 1'.717 Nl) I 1='LASH I I'LOM 1 _. ME OVLR NAILING FLANGE �¢ 6" 5" 5"x5" METAL FLASHING V CORNER PATCH w/TAR BETWEEN FLASH( G AN NOTLS: RUN KICKOUT FLASHING 6" � ISHINGL T Ti MPO © PAST EDGE OF ROOF T, F� I;1'IVti" 1 fLASI•dIN)'o TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. v A IFIkIVE, ROOF PLAN P!i VL HEALILR TO 6' WIDE) FLASHING LASHING' �ER ll� 4 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF -- FLASHING —14 WINDOW ' + I,r ASJ II NG UNDI"'R .TILL PLATE r I B NOTES; 3. INSTAI.I. FLASHING IN ORDER AS SHOWN BY NUMBERS 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE H o_,K .,VER HEAD a. INSTALL FLASI-IING AN[? WEATHER RESGSTIVE \\\ (MIN. 6" WIDE} i"y"JO Se Al... WITH TAPE BARRIER TU FORM WATER SFIEDDING LAPS TYPICAL ROOF TO WALL FLASHING DETAIL 2, INSTAI.I.. FLASHING IN ORDER A5 SHOWN BY NUMBERS N.T.S. PIAN VIEW �j ��% T PICAI FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY _... _. _ . ,._.---- JOB_ 40'-0" (VERIFY V TRUSS MANS.) 12 12 6� Q6 ROOF TRUSSES AT 24" O.C. (TYPICAL) TRAY GLG, 2.96 12 - BR. 3 F!JKST. - • r K ro U � C t o co 0 C00) 4 co =Jcm Lm NLL • 00 J ro` n ~O 0 t C 0 t0 Z 01 11/2" THICK SAND FIN15N KEYSTONE IIF APPLICABLE) RA15E0 SAND FINISH TEXTURED BANDING TYPICAL SLIDING GLASS DOOR FLASHING DETAIL Z N.T.S. N.T.S. O L_.XTERIORWALLS SHALL PROVIDE THE Eil_IDNGWITH A WEATHER-RF.SISAN f EX I ERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS w DESCRIBED IN SECTION R703,8, FBRC, THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED ANP.:) CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF Lu ~X } Lu SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INS f ALLATION INSTRUCTIONS. ._ FLASHING � .. ..... .:...., _ „_ ., c ASPHALT SAfURAiE.I.) FELT FREE FROM HOLES AND BREAKS, WEIGHING NO]"LESS THAN 14 POUNDS I'LR 100 SQUARE (-LLT (0.68,5 kcJ/rrl2)I AND COMPLYING WIIH ASTM D WOODEN _ 2 26NOR OTHER APPROVED WEATHER—RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF AL..L. EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH I / SIDING MATERIAL.. SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER, LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS 11/2" THICK SAND FIN15N KEYSTONE IIF APPLICABLE) RA15E0 SAND FINISH TEXTURED BANDING THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103bod AND 3/411 A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063. TYP CROSS SECTI JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAXWW. W DAVISBEWS.COM TAMPA • DENVER EST. 1994 � ON OF ® •o '`2 00 a C? ooW ` U. �• v va Ki d c) N ° a `.J ev et 40 GCc d OL • ^a ^®•W i'+, W M� TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0 0 0 5HEATHINGAN ' PER PL '■■� 3a 15 FELT DRAINAGE PLANE 5 1/SII 5TUCC0 THICKNE66 PAPERBACK L A ACK ATN 0 I MEMBRANE STRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER ' EXPAN51ONI JOINT TO EXTEND 2" BELOW CMU 2 METAL OR (PLASTIC EXPANSION JOINT I" FROM TOP OF CMU >= II 5/8 5TUCC�O 0 C M NTIOUS 5 OR COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEM6 SHOULD BE • INSTALLED OVER FRAME AND CMU 2055 WEEP SCREED DETAIL 4��� ,Nt; TITLE BUILDING SECTION PER M.G.D. ENGINEERING SCALE: 3" - I'-0" ^ : t 3 u. D IJ FLASHING DETAILS # 14 223 8• ELEVATION "C" GARAGE LEFT TYPICAL SLIDING GLASS DOOR FLASHING DETAIL Z N.T.S. N.T.S. O L_.XTERIORWALLS SHALL PROVIDE THE Eil_IDNGWITH A WEATHER-RF.SISAN f EX I ERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS w DESCRIBED IN SECTION R703,8, FBRC, THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED ANP.:) CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF Lu ~X } Lu SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INS f ALLATION INSTRUCTIONS. ._ FLASHING � .. ..... .:...., _ „_ ., c ASPHALT SAfURAiE.I.) FELT FREE FROM HOLES AND BREAKS, WEIGHING NO]"LESS THAN 14 POUNDS I'LR 100 SQUARE (-LLT (0.68,5 kcJ/rrl2)I AND COMPLYING WIIH ASTM D THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103bod AND 3/411 A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063. TYP CROSS SECTI JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAXWW. W DAVISBEWS.COM TAMPA • DENVER EST. 1994 � ON OF ® •o '`2 00 a C? ooW ` U. �• v va Ki d c) N ° a `.J ev et 40 GCc d OL • ^a ^®•W i'+, W M� TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0 0 0 5HEATHINGAN ' PER PL '■■� 3a 15 FELT DRAINAGE PLANE 5 1/SII 5TUCC0 THICKNE66 PAPERBACK L A ACK ATN 0 I MEMBRANE STRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER ' EXPAN51ONI JOINT TO EXTEND 2" BELOW CMU 2 METAL OR (PLASTIC EXPANSION JOINT I" FROM TOP OF CMU >= II 5/8 5TUCC�O 0 C M NTIOUS 5 OR COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEM6 SHOULD BE • INSTALLED OVER FRAME AND CMU 2055 WEEP SCREED DETAIL 4��� ,Nt; TITLE BUILDING SECTION PER M.G.D. ENGINEERING SCALE: 3" - I'-0" ^ : t 3 u. D IJ FLASHING DETAILS # 14 223 8• ELEVATION "C" GARAGE LEFT TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. 2010 FBRC SECTION 38 L_.XTERIORWALLS SHALL PROVIDE THE Eil_IDNGWITH A WEATHER-RF.SISAN f EX I ERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703,8, FBRC, THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED ANP.:) 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, ALL EXTERIOR FINISHES Ot'710N - A SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INS f ALLATION INSTRUCTIONS. ._ FLASHING � .. ..... .:...., _ „_ ., c ASPHALT SAfURAiE.I.) FELT FREE FROM HOLES AND BREAKS, WEIGHING NO]"LESS THAN 14 POUNDS I'LR 100 SQUARE (-LLT (0.68,5 kcJ/rrl2)I AND COMPLYING WIIH ASTM D WOODEN _ 2 26NOR OTHER APPROVED WEATHER—RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF AL..L. EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH I / SIDING MATERIAL.. SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER, LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS :.,;ILE. PLATE , .., cry .. OCT , FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 mm), O(��C,LJf�,, I! Nr IE ;z. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN .SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL � OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND CAVITY OR PENETRATIONE S Uf ,A�AI..i 1,FiE,A.1'HING .T .. _ � .. SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION RESISTANT FLASHING, SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: ,1'.:d INO TO BE FLEXIBLE SELF, -ADHESIVE TYPE (MIN. 6" WIDE) ,Im:;A yVLAIHr..E, RL.SL,I,vI. tliARRIf..I, Ci,a.7M I01 uF WINDOW SEl.r. PLA1L. 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF ---FLASHING WINDOWS IAVING A CONTINUOUS S ING S SHOWN ABOVE: I,�:;rnl.l SILL FLASHING A c S SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING INCLUDING CORNERS DO NOT REQUIRE LAP OF NOT LESS THAN 1 1 /8 INCHES (,2$mrTi} ,OVER THE .�HEATHIN ,� M E L Q , , ,; N R-MAININ WINDOW UNIT , ..LI f I ,, aF,aN. AROUND E � ADDITIONAL FLASHING; JAMB FLASI--IING MAY ALSO BE OMITTED WHEN SPECIFICALLY APP'ROV'ED BY THE BUILDING OFFICIAL. � Rr'>I>TIVrBARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CI­-IIMNLYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO „I.T;IR G �� Gt�PIN(.� 3, UNDER AND AlL THE ENDS ' OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING DETAIL AT SILL PLATE4• CONTINUOUSLY ABOVE ALL PROJECTING 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 WALL AND ROOF INTERSECTIONS, . AT BUILT --IN GUTTERS, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103bod AND 3/411 A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063. TYP CROSS SECTI JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAXWW. W DAVISBEWS.COM TAMPA • DENVER EST. 1994 � ON OF ® •o '`2 00 a C? ooW ` U. �• v va Ki d c) N ° a `.J ev et 40 GCc d OL • ^a ^®•W i'+, W M� TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0 0 0 5HEATHINGAN ' PER PL '■■� 3a 15 FELT DRAINAGE PLANE 5 1/SII 5TUCC0 THICKNE66 PAPERBACK L A ACK ATN 0 I MEMBRANE STRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER ' EXPAN51ONI JOINT TO EXTEND 2" BELOW CMU 2 METAL OR (PLASTIC EXPANSION JOINT I" FROM TOP OF CMU >= II 5/8 5TUCC�O 0 C M NTIOUS 5 OR COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEM6 SHOULD BE • INSTALLED OVER FRAME AND CMU 2055 WEEP SCREED DETAIL 4��� ,Nt; TITLE BUILDING SECTION PER M.G.D. ENGINEERING SCALE: 3" - I'-0" ^ : t 3 u. D IJ FLASHING DETAILS # 14 223 8• ELEVATION "C" GARAGE LEFT ON OF ® •o '`2 00 a C? ooW ` U. �• v va Ki d c) N ° a `.J ev et 40 GCc d OL • ^a ^®•W i'+, W M� TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0 0 0 5HEATHINGAN ' PER PL '■■� 3a 15 FELT DRAINAGE PLANE 5 1/SII 5TUCC0 THICKNE66 PAPERBACK L A ACK ATN 0 I MEMBRANE STRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER ' EXPAN51ONI JOINT TO EXTEND 2" BELOW CMU 2 METAL OR (PLASTIC EXPANSION JOINT I" FROM TOP OF CMU >= II 5/8 5TUCC�O 0 C M NTIOUS 5 OR COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEM6 SHOULD BE • INSTALLED OVER FRAME AND CMU 2055 WEEP SCREED DETAIL 4��� ,Nt; TITLE BUILDING SECTION PER M.G.D. ENGINEERING SCALE: 3" - I'-0" ^ : t 3 u. D IJ FLASHING DETAILS # 14 223 8• ELEVATION "C" GARAGE LEFT 6 — G.G. VERIFY: G.C. VERIFY LOCATION OF LOCATION AND PRE -WIRE FOR 1 POOL/SPA EQUIPMENT, SWITCH PLUMBING ROUGH IN ONLY A/C LOCATION FOR POOL LIGHT AND ELECTRICAL ROUGH IN ONLY DISCONN. W.P. ELECTRICAL REQUIREMENTS Ar OUTDOOR KITCHEN GF.I. ROUSH-IN _ ; LANAI \� FOR OFT MASTER SUITE O I O FAN/IIGHr W.P. i G.F.I. FOR OPT. ---- FAN/LIGHt� . ISD �M FAMILY ROOM />ROUGH -IN A.N. FOR OPT. \ DISC. L �FAN/LIGHT • JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 M. BATH �— I ;- F.I. G.I. CIC K NOTES Q 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 IGF.IJ AS INDICATED W.P. 19WITCH I I / / I ti I DAVIS BEWS IN ATTIC I MICROWAVE DESIGN GROVP DUPLEX CONVENIENCE OUTLET EXHAUST FAN A AS ITEM NO. AN 5 OWI ICA 5. GF.I. G .. L — — J / M CROW VE �i ON PLANS OR E D BEL ND TE DISP. OUTLET +14 DUPLEX OUTLET ABOVE COUNTER ;Q. EXHAUST FAN/LIGHT COMBINATION O �\ 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE 0F'I' 22 V 150 STATE. STREET FAST 01.P. WEATHERPROOF DUPLEX OUTLET ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: -"' \ KITSCH EN OUNMA1Z, FLORIDA 34677 •F•,. GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 CHIMES (OPTIONAL) SWITCHES.... 42" HORIZ 813.92.5.1300 TEL HALF -SWITCHED DUPLEX OUTLET C] PUSHBU?TON SWITCH (OPTIONAL) OUTLETS..... 14" MAKE-UP I 01WP. CH I ;(�) 813. 925.1800 FAX LIGHTS I - ❑ II 1 I �GF.I. WWWDAVISSEW&COM Fgp SPECIAL PURPOSE OUTLET ® CARBON MONOXIDE DETECTOR TELEPHONE ... 14 (UNLESS ABV COUNTERTOP) GF. I TELEVISION... 14° I TAMPA • L7E1VVElZ DUPLEX OUTLET 1N FLOOR ® SMOKE DETECTOR BEDROOM 2 I BATH 2 I - EST. 1994 220 VOLT OUTLET sp SMOKE / CARBON MONO. COMBO DETECTOR 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER - ��' WALL SWITCH TELEPHONE (OPTIONAL) SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE ROUGH -IN AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. FOR OPT. 13 THREE-WAY SWITCH M TELEVISION (OPTIONAL) FAN/LIGHT — — - I III FOUR-WAY SWITCH THERMOSTAT 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING \ u� J 4 ROOMS, LIVING ROOMS PARLORS LIBRARIES DENS SUNROOMS RECREATION ROOMS 1' D DIMMER SWITCH ELECTRIC METER D \ Q CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.0:I. — M {� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE JOEL ELECTRIC PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 WALL MOUNTED INCANDESCENT LIGHT FIXTURE - DISCONNECT SWITCH 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AT UTILITY RECESSED INCANDESCENT LIGHT FIXTURE SPEAKER (OPTIONAL) F.C.I. PROTECTED (GPD. LIGHT FIXTURE WITH PULL CHAIN BRKFST. ROOMS SHALL BE G P� u ROUGH -IN FOR OPT, CEILING FAN I I ��� I I I TRACK LIGHT v J 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL FLUORESCENT LIGHT FIXTURE c CEILING MOUNTER INCANDESCENT LIGHT FIXTURE W/ ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA 1OA-05, ICED. 2008, 2010 sp I I I I PENDANT F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND I I I (VERIFY �■ G J ROUGH -IN FOR OPT. CEILING FAN BEDROOM ,� cM so a LOCATION) ORDINANCES. I. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON �\^�/� r— 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 FOR OPT SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE FAN/LIGHT I BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAWS SHALL BE0 LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ( UTIL L PENDANT I ; 270- V. (CENTER OGAF.I. G IN TRAY) Iuo T 4811 Oi I DINING ( PUSHBUTTON I I ISL 4/0 ALU. CABLE FOR GD. OPENER MAIN DISCONNECT METER A/C L COMBO - SQUARED DISC. LIGHT AND SWITCH PENDANT I TYP. 114 AND +12 COPPER TO 1 IN ATTIC— — _ -1 (VERIFY REFER TO FLOOR INSIDE LIGHTS AND OUTLETS / PLAN FOR NOTED MAIN DISC. PANEL "� LOCATION) k AMPS. REQUIRED 10 COPPER TO WATER HEATER UNDERGROUND 15 COPPER TO RANGE SERVICE BY � 150 AMP.: DEN ' SERVICE4 POWER BY NY 14 COPPER TO 5/8" GROUND ROD ELEC. ELEC. ALSO SERVICE TO BE BONDED METER PANEL GARAGE />ROUGN-IN TO FOOTING STEEL0 FOR OPT. CLG. OUTLET /� FAN/LIGHT FOR GD. OPENER �/ �% ------ ENTRY �--------------- � W.P. �-,N ELECTRICAL RISER DIAGRAM I I GF.1. ;o NOTE: IRRIG. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W! APPLICABLE PROVISIONS OF THE NATIONAL GF.I. ELEC.CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. AT 48111 2055 COACH \ / COACH • LIGHTING - _____ �, LIGHTING ���\l.i�l/V� ■ • 11 TLE • '''� ELECTRICAL PLAN Et,D _ . A °• _22 • SHEET • ELECTRICAL PLAN GARAGE LEFT • x ro U too ti �jw, MN. M .22 N m 6 > JM 6 �` i3o 12 00�. ti "_ EN 6 W N z 2,1 • JOB NUMBER 24002.135 CAD FILE NAME LOT 47 TB ISSUED 06-20-14 REVISED 09-09-14 09-17-14 09-19-14 M. BATH �— I ;- F.I. G.I. CIC K NOTES Q 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 IGF.IJ AS INDICATED W.P. 19WITCH I I / / I ti I DAVIS BEWS IN ATTIC I MICROWAVE DESIGN GROVP DUPLEX CONVENIENCE OUTLET EXHAUST FAN A AS ITEM NO. AN 5 OWI ICA 5. GF.I. G .. L — — J / M CROW VE �i ON PLANS OR E D BEL ND TE DISP. OUTLET +14 DUPLEX OUTLET ABOVE COUNTER ;Q. EXHAUST FAN/LIGHT COMBINATION O �\ 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE 0F'I' 22 V 150 STATE. STREET FAST 01.P. WEATHERPROOF DUPLEX OUTLET ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: -"' \ KITSCH EN OUNMA1Z, FLORIDA 34677 •F•,. GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 CHIMES (OPTIONAL) SWITCHES.... 42" HORIZ 813.92.5.1300 TEL HALF -SWITCHED DUPLEX OUTLET C] PUSHBU?TON SWITCH (OPTIONAL) OUTLETS..... 14" MAKE-UP I 01WP. CH I ;(�) 813. 925.1800 FAX LIGHTS I - ❑ II 1 I �GF.I. WWWDAVISSEW&COM Fgp SPECIAL PURPOSE OUTLET ® CARBON MONOXIDE DETECTOR TELEPHONE ... 14 (UNLESS ABV COUNTERTOP) GF. I TELEVISION... 14° I TAMPA • L7E1VVElZ DUPLEX OUTLET 1N FLOOR ® SMOKE DETECTOR BEDROOM 2 I BATH 2 I - EST. 1994 220 VOLT OUTLET sp SMOKE / CARBON MONO. COMBO DETECTOR 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER - ��' WALL SWITCH TELEPHONE (OPTIONAL) SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE ROUGH -IN AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. FOR OPT. 13 THREE-WAY SWITCH M TELEVISION (OPTIONAL) FAN/LIGHT — — - I III FOUR-WAY SWITCH THERMOSTAT 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING \ u� J 4 ROOMS, LIVING ROOMS PARLORS LIBRARIES DENS SUNROOMS RECREATION ROOMS 1' D DIMMER SWITCH ELECTRIC METER D \ Q CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.0:I. — M {� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE JOEL ELECTRIC PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 WALL MOUNTED INCANDESCENT LIGHT FIXTURE - DISCONNECT SWITCH 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AT UTILITY RECESSED INCANDESCENT LIGHT FIXTURE SPEAKER (OPTIONAL) F.C.I. PROTECTED (GPD. LIGHT FIXTURE WITH PULL CHAIN BRKFST. ROOMS SHALL BE G P� u ROUGH -IN FOR OPT, CEILING FAN I I ��� I I I TRACK LIGHT v J 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL FLUORESCENT LIGHT FIXTURE c CEILING MOUNTER INCANDESCENT LIGHT FIXTURE W/ ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA 1OA-05, ICED. 2008, 2010 sp I I I I PENDANT F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND I I I (VERIFY �■ G J ROUGH -IN FOR OPT. CEILING FAN BEDROOM ,� cM so a LOCATION) ORDINANCES. I. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON �\^�/� r— 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 FOR OPT SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE FAN/LIGHT I BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAWS SHALL BE0 LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ( UTIL L PENDANT I ; 270- V. (CENTER OGAF.I. G IN TRAY) Iuo T 4811 Oi I DINING ( PUSHBUTTON I I ISL 4/0 ALU. CABLE FOR GD. OPENER MAIN DISCONNECT METER A/C L COMBO - SQUARED DISC. LIGHT AND SWITCH PENDANT I TYP. 114 AND +12 COPPER TO 1 IN ATTIC— — _ -1 (VERIFY REFER TO FLOOR INSIDE LIGHTS AND OUTLETS / PLAN FOR NOTED MAIN DISC. PANEL "� LOCATION) k AMPS. REQUIRED 10 COPPER TO WATER HEATER UNDERGROUND 15 COPPER TO RANGE SERVICE BY � 150 AMP.: DEN ' SERVICE4 POWER BY NY 14 COPPER TO 5/8" GROUND ROD ELEC. ELEC. ALSO SERVICE TO BE BONDED METER PANEL GARAGE />ROUGN-IN TO FOOTING STEEL0 FOR OPT. CLG. OUTLET /� FAN/LIGHT FOR GD. OPENER �/ �% ------ ENTRY �--------------- � W.P. �-,N ELECTRICAL RISER DIAGRAM I I GF.1. ;o NOTE: IRRIG. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W! APPLICABLE PROVISIONS OF THE NATIONAL GF.I. ELEC.CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. AT 48111 2055 COACH \ / COACH • LIGHTING - _____ �, LIGHTING ���\l.i�l/V� ■ • 11 TLE • '''� ELECTRICAL PLAN Et,D _ . A °• _22 • SHEET • ELECTRICAL PLAN GARAGE LEFT - _ - -GENERAL NOTES STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FOUNDATIONS CEILING CONSTRUCTION STRUCTURAL STEEL 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 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) OTHERWISE ��X SPECIFIED. Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: MINIMUM BEARING CAPACITY 2000 PSF 2. 5 8 TYPE GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN / ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL &MISC. STEEL: TERMITE TREATMENT (LIVING SPACE IS ABOVE THE GARAGE. A36 Fy=36 KSI. THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF UNDER STAIR PROTECTION 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FL(3RIDA PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1/2-INCH(12.7MM) GYPSUM BOARD. PER. SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8„ DIA. TO BE A307 CAST IN PLACE CONCRETE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM 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 A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - CONFORMING TO ASTM A-615 GRADE 40. 1. 'WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 316" UNO. 3, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 G50 ZINC COATING 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 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 INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 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. MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND PRESERVATIVE WOOD TREATER. BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," AGI .301. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PROTECTION. 5. HORIZONTAL FOOTING BARS SHALLBE BENT MIN. 12 BAR DIAMETERS (EXCLUDING PRESSURE TREATED WOOD. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY BEND AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND PREFABRICATED WOOD TRUSSES STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND AT EACH END SHALL BE PROVIDED. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SPECIFICATIONS IF PROVIDED SUBMIT REPORTS TO ARCHITECT AND ENGINEER. ( )` 6. MINIMUM .LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE TOLERANCES, THE ADDED VERTICAL REINFORCEMENT CENTER TO UPPER 1/3 OF THE SLAB. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS- NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT BOLTS AND THREADED RODS FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS 9.10VERHANGING CMU WALL APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, TO DETERMINE UPLIFT AND REACTION VALUES, MEMBER AND PLATE DESIGN TO BE 12. SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE ENGINEERED LUMBER ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE BY TRUSS ENGINEER OF RECORD 3, PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. WITH THE LATEST EDITION OF ANSI TPI 1. ELASTICITY AS FOLLOWS: MASONRY WALL CONSTRUCTION 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM COLUMNS BEAMS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE E _ 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD Fb = 2500 Fb 3000 OF 2000 PSI (f'm = 1900 PSI) 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS Ft = 1500 Ft = 1700 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MANUFACTURER UNLESS NOTED ON PLANS Fc II= 3000 Fc 3000 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES Fc .L. = 900 Fc .�,. = 900 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS Fv = 2855 Y0 SYP#2 AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. WOOD BEARING SURFACES ARE BI? OR BETTER END PSI, TRUSS DESIGN LOADS GRAIN CONDITION U.N.O. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH TOP CHORD : LL = 20 PSF 0:�Q CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" DIL = 10 PSF SHINGLE TYPE ROOF COVER) DL = 20 PSF TILE TYPE ROOF COVER) CLEARANCE TO INSIDE FACE. DL = 14 PSF AT OVERBUILT O0- 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM CHORD : DIL = 10 PSF BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. DESIGN LIVE LOADS (MINIMUM): 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED A FLOORS - 40 PSF OTHERWISE ON THE DRAWINGS. B BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND C DECKS - 40 PSF COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING D STAIRS - 40 PSF BEND E ROOFS - 20 PSF F_ 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW 0o 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW 8. (PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS MANUFACTURER'S DRAWINGS PROHIBITED. FIELD REPAIR NOTES 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 1. OMITTED REBAR CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR DRILL A 3/4'j -DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON 0 :2 CONCENTRATED LOADS FOR (7) DAYS, PER CODE ACI 318-08, 5.11.1 STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE CONCRETE CONSOLIDATION. TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY WOOD CONSTRUCTION DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2, STRAPS ZCONNECTOR SUBSTITUTION 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. MAY SUBSTITUTE STRAPS /CONNECTORS w/STRAPS CONNECTORS DESIGN PRESSURES STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN WIND SPEED (ALLOWABLE) 108 mph SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES BUILDING TYPE V B REGARDLESS OF SPECIES. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD 3, STAIR CONSTRUCTION (+) VALUE DENOTES PRESSURE SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS 4. THE PORTIONS OF -GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL TRIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S t0 SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 4. (METAL STUD SUBSTITUTION SD3 AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD 20 PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY (BEARING WALLS CRATE ELEV. B DURABLE OR PRESERVATIVE -TREATED WOOD. 5, OMITTED J -BOLT 5. ALL EXTERIOR WOOD STUDS WALLS, BEARING WALL, SHEAR WALL AND MISC. -11/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS V) STRUCTURAL WOOD FRAMING MEMBERS (I.E. BLOCKING OR GABLE END BRACING) W/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY 100 SHALL BE #1 SOUTHERN PINE OR SPRUCE PINE FUR. #2 GRADE OR BETTER SHALL 0 5" MIN EMBED. CRATED ELEV, D FRONT LOAD BE USED REGARDLESS OF SPECIES -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 GARAGE DOORS 9'-0" x 7'-0" WASHER MAY BE USED ILO 1/2" J -BOLT. 6. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY + 1777- .720.9 GRATED ELEV. G 3 GAR CxARACxE OPT. OPT. BEDROOM #4 (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE 6• TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS WIND PRESSURE/ SUCTION SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 7. MORTAR JOINTS 5 5 1p, 91 DESIGNED AND DETAILS BY OTHERS. - FOR BED JOINTS 1/2" TO 1 ", GROUT FILL CELLS IN BLOCK 7. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE AFFECTED (NO VERT. REINF. REQUIRED) 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE CENTER OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. - FOR HEAD' JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BUILDING CORNERS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. EFFECTIVE AREAS. SIMPSON HSS2 STUD SHOES, TYP U.N.O. REINF. IN EACH CELL CONT. PER PLAN. 8. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS CORROSIVE TO STEEL. IT IS THE RESPONSIBILITY TO VERIFY THE TYPE OF WOOD BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT I- GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE SBX DOES ( ) IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS- NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT NOT. AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY 9.10VERHANGING CMU WALL IS TO BE PRESSURE TREATED, -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D 10. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR POUR TIEBEAM AND VERTICAL CELLS PER PLAN. MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", WOODEN TOP PLATES. GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA 12. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 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 RECORD FOR APPLICABLE REPAIRS. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF (-)0- ELASTICITY AS FOLLOWS: COLUMNS BEAMS E _ 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. W Fb = 2500 Fb 3000 m z Ft = 1500 Ft = 1700 Fc II= 3000 Fc 3000 Fc .L. = 900 Fc .�,. = 900 Fv = 2855 Y0 SYP#2 WOOD BEARING SURFACES ARE BI? 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 II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT t/- 0.18 EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF) AREA (SQ FEET) (+) VALUE DENOTES PRESSURE S5 (-) VALUE DENOTES SUCTION AREA O 0 t0 (+)21.2 + 21.2 SD3 (-)22.9 - 28.3 20 +0.2 + 20.2 CRATE ELEV. B - 22.0 - 26.4 50 + 19.0 +19.0 V) 1-)20.8 - 23.9 100 1$.0 +31 (+)18.0 CRATED ELEV, D FRONT LOAD - 19.8- 22.0 GARAGE DOORS 9'-0" x 7'-0" 16 -0 x 7'-0' CRATED ELEV. D FRONT LOAD w/PK7 SCID OPT, + 18.4 + 1777- .720.9 GRATED ELEV. G 3 GAR CxARACxE OPT. OPT. BEDROOM #4 20.9 OE�/01/14 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 h" 5 5 1p, 91 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 PLACEMENT 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 UPDATE5 Wrn DATE DESCRIPTION V N 12-2-11 1O I 12-15-11 CREATED ELEV. G 3 01-04-12 a) Z Cn UPDATE5 NUMBER DATE DESCRIPTION 1 12-2-11 CREATED ELEV. ,4 2 12-15-11 CREATED ELEV. G 3 01-04-12 0 Z 03-01-12 4DDED ELEV A SlpE ENTR1' GARACzE OPT. 5 03-20-12 UPDATE ELEV. A 2010 GODS -ORLANDO 6 03-22-12 UPDATE ELEV. A 2010 CODS -JACKSONVILLE Q 0 UPDATE ELEV. B 2010 GODS -ORLANDO 8 04-02-12 CRATE ELEV. B 9 O5-02-12 UPDATE ELEV. G 2010 CODS -JACKSONVILLE 10 1>1 V) ll 05-1E�-12 ADDED ELE1/ B SIDE EN7R'T' CzAR,4CxE OPT, 12 O9-01-12 CRATED ELEV, D FRONT LOAD 13 04-OE�-13 UCL > 04_09_13 CRATED ELEV. D FRONT LOAD w/PK7 SCID OPT, 15 0(0/01/13 GRATED ELEV. G 3 GAR CxARACxE OPT. OPT. BEDROOM #4 1(0 OE�/01/14 CRE,4TED ELEV. A UJ/ OUTDOOR KITGNEN, EXP, G AS PSR WPK-ofd 17 W W CREATED ELEv, A 87D AXP. C PSR UJPK 4(o 18 05/28/14 CREATED ELEV. G STD AXP. C PER UJPK 18 Z Q� I- 0- Z = n U Z (-)0- Q W - m z c) 0:�Q O0- N F_ 0o z W W LLI cn 0 :2 » :2 LLJ LLJ 0 U i UPDATE5 NUMBER DATE DESCRIPTION 1 12-2-11 CREATED ELEV. ,4 2 12-15-11 CREATED ELEV. G 3 01-04-12 ADDED ELE1/ C SIDE ENTR*r CxARACxE OPT. 4 03-01-12 4DDED ELEV A SlpE ENTR1' GARACzE OPT. 5 03-20-12 UPDATE ELEV. A 2010 GODS -ORLANDO 6 03-22-12 UPDATE ELEV. A 2010 CODS -JACKSONVILLE 7 04-02-12 UPDATE ELEV. B 2010 GODS -ORLANDO 8 04-02-12 CRATE ELEV. B 9 O5-02-12 UPDATE ELEV. G 2010 CODS -JACKSONVILLE 10 05-02-12 CRATED ELEV. ,4 3 CAR CzARACzE OPT. ll 05-1E�-12 ADDED ELE1/ B SIDE EN7R'T' CzAR,4CxE OPT, 12 O9-01-12 CRATED ELEV, D FRONT LOAD 13 04-OE�-13 CNEGKED BAMS PSR 2013 SYP#2 VALUES 14 04_09_13 CRATED ELEV. D FRONT LOAD w/PK7 SCID OPT, 15 0(0/01/13 GRATED ELEV. G 3 GAR CxARACxE OPT. OPT. BEDROOM #4 1(0 OE�/01/14 CRE,4TED ELEV. A UJ/ OUTDOOR KITGNEN, EXP, G AS PSR WPK-ofd 17 05/21/14 CREATED ELEv, A 87D AXP. C PSR UJPK 4(o 18 05/28/14 CREATED ELEV. G STD AXP. C PER UJPK 18 > W as �o®en L� Aee/® Li A•••••• �.J% 'yP •, N ° Lb.O • d' ;+ �► • �. a- o 0 mak, ° w 0 Z Z !y^ .a \,, p• . `7 .. Q • ► s � ;.. VB";; s• v Q coJ O_ a ~ A� M Z rz:e ra zoEA� J 0-4 Cil zto cy- ,.. oar BE ::Doa4� cn U HwECqE ZoWce CQ0 W W V) lir 0 0 o 'd' I O Z U 0 �} 051 J 0 w cs Fy W W 0Ld0 nn �0 �Zm � U 0 Z Ld 1 O I- DESIGN DRAWN CFG/BAD TL ---- - - - - .... _-._...-. _ ra CHECKED CC DWG.No 2141332 JOB No. SCALE AS NOTED DATE 07/02/14 L ID I.. �,o 2 2 3si SHT TANKLE55 W,4TER HEATER FOUNDATION PLAN- 1/4 O24" A/C PAD O36"x36"x20" 18'-0" 2'-4" TO BE LAPPED MIN. 6" AND SEALED. 19'-8" 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER 0') ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, Pr) N WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET -41 i D SIM 3. VERT. #'5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING ■ ■ 25" ■ ■■■ ■ —- ■ co 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM 0) HOUSE. Cn 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED -(ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" -0F THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. (n 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. p 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL � , SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE r-) FINISHED GRADE AND SHALL ALSO CONFORM TO THE Z MANUFACTURER'S INSTALLATION INSTRUCTIONS. A SYM50LS LEGEND , 0 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. *5 1M I INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. W p I � REINFORCEMENT. "^ • 1/2" J -BOLTS 6" FROM EACH END OF IUALL AND 32" O.C. (6" MIN. EMBED) UN.O. UW O a z ar ry - cA I 0z ■ ■ ■ ■ e---- U rz -- --------- ------ U z O o Z) Q t V) En cv D NOTE: EXTEND FOOTING UNDER -r-GO , o< U IY Q tp -1 W � II I (2— V) no z __.......__� f W W W ® V) N m 41-411,0,11 I lo ■ W W 3 1/2" THICK CONC, 5LA5 UJ/ , 0 6X6 W/1.4 XLU/1.4 W.W.F. OVER ro _ ' I , I >� MIL VAPOR BARRIER COMPACTED FILL. OVER ' ; ----------- _._______ �u._---- � ✓ N D m' -m" FIN. FLR '— 0 010 Lj O \7 - •••• °�� z ° __IT.___. - L0 `` ' _m --- •« • A:5 ®•®•®•••440�G�JI _j 0 1 1.1 3 U I � -2 I r. z I o _-- ter,_ ✓.. I ------- I VrA fn co 0,1 Z Om 00 .. __.-�.. PROVIDE UJATER LINE FOR ICE MAKER jj eC Z .. C U w�� o W I— i-- E 4C) Cq zo � 0 W LL W N _.z0i d' j ZUO eo I w Ld Ld cj�-J v 0w 0 "0 I Zm o vp�Z wJ Z fY >- Q 0 /0/ < W M r�- V CL I- / I� DESIGN CFG/BAD I DRAWN TL CHECKED CC DWG.No. 2141332 JOB No. SCALE AS^ NOTEDI DATE 07/02/14 S2 SHT ■ L-- --- ------�-1�- ---- - -„ I I I I I I t D � I i D ■� ■I t L__ —� e I ip PAVERS - ■ ------u ■ — ■ flo ■ ■ I ■J ml I �---- --- -- ------------U -- 3 c� 6 6 D D 2'-4" 6'-m" 2'-�" II'-�" 10 ol 40'-011 et FOUNDATION PLAN- 1/4 FOOTING SCHEDULE O24" FOUNDATION NOTES: O36"x36"x20" 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS O32"x116"x12" TO BE LAPPED MIN. 6" AND SEALED. 4O 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER 0') ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, Pr) N WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC 2010 EDITION). 3. VERT. #'5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND ® EA. END. LAP SPLICES SHALL BE NO LESS THAN 25" 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM 0) HOUSE. Cn 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED -(ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" -0F THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. (n 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE r-) FINISHED GRADE AND SHALL ALSO CONFORM TO THE Z MANUFACTURER'S INSTALLATION INSTRUCTIONS. A SYM50LS LEGEND 0 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. *5 1M CONT. FTG. TO TIE BEAM (8'-S" O.C. MAX UN.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. W m INDICATES GROUT FILLED CELL WITH NO V) REINFORCEMENT. "^ • 1/2" J -BOLTS 6" FROM EACH END OF IUALL AND 32" O.C. (6" MIN. EMBED) UN.O. UW O a FOOTING SCHEDULE O24" x24"02" dp w/ #5's ® 6" O.C. EA. WAY O36"x36"x20" -dp w/ #5's Q 6" O.C. EA. WAY O32"x116"x12" dp w/ #5's ® 6" O.C. _EA. WAY 4O 32"x32"x12" dp w/ #5's ® 6" O.C. EA. WAY r5 Q V COMPACTION TEST o REQUIRED Results to be Verified at Slab Inspection W I--0 0') #14-2238 W I--0 0') Pr) N �"ol-t)in,t pgF Ci #14-2238 W I--0 0') Pr) N 0 0) Cn (n r-) Z 0 W V) UW W z ar ry 0�U 0z 0~ U rz U z O o Z) Q V) En o< U IY Q -1 W (2— V) no z W W W V) N m W W 0 >� Lj O 6.4 •••• °�� z ° • °r'0 • 0 et •« • A:5 ®•®•®•••440�G�JI _j 0 1 1.1 3 U z A//�/��10�rE�m � VR Irl � 0 . rO •1:4 � � VrA fn co Z Z Om 00 eC Z .. C U w�� o W I— i-- E 4C) Cq zo � 0 W LL W N d' ZUO eo J w Ld Ld cj�-J v 0w 0 "0 I Zm o vp�Z wJ Z fY >- Q 0 /0/ < W M r�- V CL I- / I� DESIGN CFG/BAD I DRAWN TL CHECKED CC DWG.No. 2141332 JOB No. SCALE AS^ NOTEDI DATE 07/02/14 S2 SHT DOWEL PLACEMENT PLAN- 1/4 > w ryl W O r %11111rltt®® a N a z • o act Zj Z 02 Q CL. Q ., ®000®J w0') Q o d' I rn d- I M rn V) V 0 A o z W Ec era � Z C 0-4M"Wz W Q 0 Uw w 7- <'m 01.0 OZ U 0 - a cUn 0° z 0< Uo:� Q ow -1 0 V) m C) Z w w ww rY 0 O:f U > w ryl W O r %11111rltt®® a N a z • o act Zj Z 02 Q CL. Q ., ®000®J J IL UJI �oaC�, W o U CQ aW w �N 0 0 ni0 COMPACTION TEST 0 1"*- REQUIRED 8 w I � ,Results to be Verified 51 at Slab Inspection Z U O no o O w ' otWw XJ Y 0w0 .0 �Zm o0z w J Z fY p Q O ---- �- (V) I— DESIGN DRAWN CFG/BAD TL CHECKED CC __ - - c�u r� DWG.No 2141332 JOB No. �> SCALE AS NOTED DATE 07/02/14 # 1 4 2 2 38 S3 SHT o0 N `v V 0 A owe Z E-4 W Ec era � Z C 0-4M"Wz W J IL UJI �oaC�, W o U CQ aW w �N 0 0 ni0 COMPACTION TEST 0 1"*- REQUIRED 8 w I � ,Results to be Verified 51 at Slab Inspection Z U O no o O w ' otWw XJ Y 0w0 .0 �Zm o0z w J Z fY p Q O ---- �- (V) I— DESIGN DRAWN CFG/BAD TL CHECKED CC __ - - c�u r� DWG.No 2141332 JOB No. �> SCALE AS NOTED DATE 07/02/14 # 1 4 2 2 38 S3 SHT PLATE WIND SPEED (VuL.T) EXPOSURE (SEE GENERAL NOTES HEIGHT 130/6 140/5 OR 130/C 140/C / 150/5 8'-0" 120" O.C. 96" O.C. 12" O.C. V-4" 108" O.G. 84" O.C. ROOF SHEATHING 101-0" gra" O.C. 12" O.G. 2x4 BLOCKING (2) 10d NAILS, PER PLAN 12" O.C. 45" O.G. 24" O.C. TOENAILED a EACH END. SEE 5CHD. FOR SPACING REQUIRMENT5 xx TRU55 PER PLAN ROOF TRU55 PER PLAN (2) 16d TOE NAILS BRACE TO LEDGER DTC CLIP, (2) 8d I(2 NAILS INTO BLOCKING, DTC CLIP,Sd NAILS 2X4 LEDGER w/ (2) 16d (4) 8d NAILS INTO TOP INTO BLOCKING, (2) 1/4"x NAILS a EAGH WEB PLATE 2 3/4" TAPCON5 IN CMU. o H3 a EAGH BLOCK (2) 16d TOE NAILED TRUSS TRUSS TO LEDGER TO BOTTOM CHORD 2x4 5LOCKING (2) 10d LSTA16 OR MT515 DOUBLE TOP PLATE NAILS, TOENAILED S i3LOGKING TO JACK LINTEL EACH END, SEE 5CHD. TRU55 BOTTO M '� eo" O.C. 2X8's l PER FOR SPACING CHORD _ • PLAN REQUIRMENTSPT •� 2X8 SYP 02 BOTTOM SPACING OF 2X4 BLOCKING W/ OTC CLIP 2X4 BLOCKING a 24" O.C. PLATE w/ 1/4" x 4" � =A Ll JACK tRU55 a " PLATE WIND SPEED (VuL.T) EXPOSURE (SEE GENERAL NOTES HEIGHT 130/6 140/5 OR 130/C 140/C / 150/5 8'-0" 120" O.C. 96" O.C. 12" O.C. V-4" 108" O.G. 84" O.C. 60" O.G. 101-0" gra" O.C. 12" O.G. 48" O.C. 12'-0" 1 12" O.C. 45" O.G. 24" O.C. j II" INS 2X4 LEDGER TO KNEE WALL w/ (2) 1/4" x 3" SIMPSON SDS SCREWS a 16" O.C. SPACING OF 2X4 BLOCKING W/ DTC CLIP PLATE WIND SPEED (VuL-0 EXPOSURE (SEE GENERAL NOTES HEIGHT 130/6 140/5 OR 130/C 140/C / 150/5 8'-0" 120" O.C. 9%" O.G. 12" O.C. V-4" 108" O.C. 84" O.C. (00" o.C. 10'-0" 96" O.G. 12" O.G. 4S" O.C. 127" 12" O.C. 1 48" O.G. 24" O.C. CLIP DETAIL KNEE WALL LANAI 3/dll��l�/rll ROOF SHEATI-IIN , FASTEN PER PLAN NUT w/ 3"x3"xl/4" WASHER ALTERNATI=: 51MPSON BPS i2 -3 FRE -ENrz SLOTTED rRU55E5 WA51 4ER w/ CUT a 24" MAX WA5HER a NUT . —i/16 05k3 CONNECT FER KNEE WALL - W/(2)1&6 NAILS 0 24" O.C. TO CONNECTION r.�- - TRU55 BELOW PER PLAN 2X TOP PLT, 1/2" THREADED ROD a 24" O.0 i U.N.O.) CENTER ROD lk WIT -1!N DOUBLE TOP PLATE NO*E, LOWER TRU55 15 TO SIT ON BOTTOM PLATE PRE -ENCS OF KNEE WALL. TRUSSES 0 24" MAX NOTE: LOWER MT512 TRU55 CONNECT PER TRUSS 15 TO SIT TO TOP PLATE PLAN ON 50TTOM PLATE OF KNEE WALL. 2X4'5 6 16" O.G. W/MIID PT. DBL: 2X TOP BLOCKING PLT. STAC<Eh WALL DETAIL 3/41121, - 011 ROOF SHEATHING, FASTEN PER IDLAN PRE -ENG TRUS51=5 a 24" MAX. SIDEWALL 5HEATHING (2)!06 NAILS FASTEN PER PLT. TO EA. PLAN TRU55 ABV, a E3E 1..0UJ 2X4'5 a 24" O.C. MAX. kJ U.N.O. — - - ROOF D L. 2X4__. SHEATHINCz> 70P PLT. FASTEN PER 5 ',EWALL --- PLAN , 5,-4 :,4THINr-t META -IGS FASTEN PER (U.N.O.) PL. AN, CONT. FROG l TOP FLT. TO BOT. PLT,LF T / _RE -ENG �4'S � 16" - / RU55E5 a 2411 2;: / MAX. O.C, MAX. j Y4"x4" TAf CONS j W/WASHERS (OR WASHER HEAD STYLE) PT. 2X4 - a all O.G. MAX. 50T. FLT: CMU WALL PER PLAN 0 KNEE WALL DETAIL. 3/411=11-011 NOTE: SEE SHEET S4.1 FOR NOTES AND SHCEDULES w� M Q o' Z a o d~ d~ d it st It It It M N 'I-0 O O O O O O O O O O O O O O O O O O/1 l[ --j n --.i --)l J01 J02T J03T 1 R01T R02T R03 R04 R05 R06 R07 R08 R08 R08 R08 R08 R08 R08 R08 R07 R06 i R11 R11 R1 R1 R1 R11 R1 R2 R2� JO JO JO ULd W Zaocl:� 01 1,0 _ oz U 02 Zi Uo-a 03 L'j Q m z 1 U� Q W On (10 no Z W L LI W V) V) :2 W W o �ly- U W C3 LSA � ��ee° ►►e/e C N ir ®e o®pew.�'�/ �• W y LL. c� a Z cry N to' �, C'3 CQ C< 0 0.� w Q La a Q WZ�� WW cl v .0 r 0 L- wz w I GHz i. 0 17' Z 0:4 E, a� a oda o rn BE .. O LTJ I� a - L.°... E-,�aCqE _ c U CQ o w ry Ld O _ Q R27T R27T R27T R27 ZUO o J ° R28T w R29T s o w o R30T � � 'Z X ° I mom J02T W o � Z JZ o Q o J01 0o W Q 1— -17 E�- CL DESIGN DRAWN CFG/BAD TL CHECKED CC F DWG.No. 2141332 JOB No N M d' d M N 2 2x8 SYP #2 O O O O Q 1 � ._ .._ AS NOTED DATE 07/02/14 R 0 F F R A M I PLAN - 1/4 -1-0 S4 SMT II� o ow 11 Ell Lim ffi--m- �' ED OIC ■'�I■I■I■I��I'►1 ULd W Zaocl:� 01 1,0 _ oz U 02 Zi Uo-a 03 L'j Q m z 1 U� Q W On (10 no Z W L LI W V) V) :2 W W o �ly- U W C3 LSA � ��ee° ►►e/e C N ir ®e o®pew.�'�/ �• W y LL. c� a Z cry N to' �, C'3 CQ C< 0 0.� w Q La a Q WZ�� WW cl v .0 r 0 L- wz w I GHz i. 0 17' Z 0:4 E, a� a oda o rn BE .. O LTJ I� a - L.°... E-,�aCqE _ c U CQ o w ry Ld O _ Q R27T R27T R27T R27 ZUO o J ° R28T w R29T s o w o R30T � � 'Z X ° I mom J02T W o � Z JZ o Q o J01 0o W Q 1— -17 E�- CL DESIGN DRAWN CFG/BAD TL CHECKED CC F DWG.No. 2141332 JOB No N M d' d M N 2 2x8 SYP #2 O O O O Q 1 � ._ .._ AS NOTED DATE 07/02/14 R 0 F F R A M I PLAN - 1/4 -1-0 S4 SMT A _. _ LISF16 L20FI6 LINTEL 1/4"=1'-0" L9P16 G9FI6) ,m LSF16 QFi) d' d' GENERAL NOTES W 0') M 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. Q p 01) Cn 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS, 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO V) ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. p Z 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" < 0 AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. H V) 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY.W Lj UW 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL Z < 0 X ANCHORAGE. 0 _ W = 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF 0- 0 Z U CONCRETE MASONRY UNITS. - z p 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI U 0 Q 530 W t-- En p SAFE LOAD TABLE NOTES c)a OW 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE J 0- V) LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING ~ LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS p p z BASED ON 4" NOMINAL BEARING. W W W 0 V) :2 2. N. R. = NOT RATED. 5 5 m 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ONTHESECTION SPECIFIED. W W 0 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY wa PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST. LINTEL. � W 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLE'S Lj BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 04 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. W 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. ®®®`;•°°°°°�°®�/(,��®✓m,Z Z i�Ab Cy W N V` ®'A . 4 ; ,_ chat a LXXFXX Precast Lintel ;® �0: u.W a o .� IX -S J O LXXFXX Power Steel Lintel h. `v #5 REBAR AT TOP #5 REBAR ATTOP o MIN. (1) REO'D MIN. (1) REQS D W V p TYPE DESIGNATION 1-1/2" CLEAR 1-1 /2„ CLEAR w F = FILLED W/ GROUT ¢ z A w0 U = UNFILLED U W ' C.M.U. C.M.U. 4 = .Q W z .. ¢ GROUT E Zrk LX c LX I� �/ /� Z GROUT U q CID z V 10 #5 REBAR AT $OTTOM W V, LINTEL MARK • • OF LINTEL CAVITY o • NOMINAL HEIGHT BOTTOM REINFORCING W G C4 •:� PROVIDED IN LINTEL BOTTOM REINFORCING o e �_5/8'ACTUAL (VARIES) -5/8"ACTUAL PROVIDED IN LINTEL Z C4W 8" NOMINAL WIDTH 8" NOMINAL WIDTH (VARIES) 0 04 w � I O FILLED UN -FILLED w 0 J •� oar: a J 0 0 �-- W 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 R10 9-'0" 415 1436 L11 8'-8" 354 726 1843 3486 6205 L12 9'-10" 315 618 1533 2781 4754 L13 10'-8" 292 567 1366 2423 4006 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 1 550 981 1 1376 L25 23'-4" 0 129 1 450 824 1 1147 0 0 �-- W Z Cq ce o W c� U CLLJ o Li 144 � z U O °e O 0 J � W W S 0w0 ^0 8 Z 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 0 m 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. z (ex. L3F12 = L3F8) V 0 ~ ¢'�7o l_f77 " _-)0 0�Q �tet CL I-- (n I- " � DESIGN DRAWN o CFG/BAD TI. t ":22 38 CHECKED cc DWG.No. 2141332 NOTE _ ALL LINTELS ARE TO �44VE (1) *S IN TOF 4 a JOB No. 13OTTO1" 'i. TOF REINFORCING IS PERMITTED TO 5E SCALE AS NOTED 15OND 51HAM REINFORCING 54R. DATE 07/02/14 A - ,...._. _ .. ..�.-_..__.,...W._ ,.�.J�-., ,wur,,,, ,•-r.....,.:—_'--- — —_.--- -_:�w.l.,,,xe..w„aM;w:.4+wa«..»rea..wwV�. ,A, ..»owwwn�ul Nrl Po erBOX8 Linter 8” inch block width LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (20ga. < 16'-0" span) Gravity Load Table 3000 psi grout (16ga. >= 16'1 span) -- ALL LOADS ARE SUPERIMPOSED — MARK SPAN PSbox&S" PSbox&8" PSbox8-12" PSbox8-12" PSbox8.14" PSbox&1411 PSbox&16" PSbox&16" PSbox8-20" PSbox8-20" PSbox&24" PSbox8-24" PSbox&32" PSbox&32" PSbox6-40" PSbox8-40" SPAN NO. 00 #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top8lbot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot 00 L-1 L-2 1'-6" 2'-2" 5568 3836 5668 3836 7369 5074 7369 5074 8269 6694 8269 5694 9170 6313 9170 10971 6313 7551 10971 7551 12772 8789 12772 8789 1'-6" 2'-2" L-3 2'-8" 3106 3106 4107 4107 4607 4607 5107 5107 6108 6108 7109 7109 2'-8° L-4 L-5 L-6 , 3'-2" 4'-0" 4'-6" 2606 2051 1816 2606 2051 1816 3444 2709 2398 3444 2709 23981 3864 3038 2689 3864 3038 2689 4283 3366 2980 4283 5121 3366 4024 2980 3561. 5121 4024 3561 5960 4682 4143 5960 4682 4143 7636 5998 5306 7636 5998 5306 9313 7314 6470 9313 7314 6470 3'-211 4'-011 4'-6" _ L7 L-8 L-9 5'-2" 6'-211 7'-0" 1574 1291 989 1574 1309 1146 2077 1726 1510 2077 1726 1510 2329 1935 1692 2329 1935 1692 2580 2143 1874 2580 3083 2143 2560 1874 2238 3083 2560 2238 3586 2977 2602 3586 2977 2+602 4592 3811 3330 4592 3811 3330 6698 4644 4058 5698 4644 4058 5'-2" 6'-211 7'-0" L_10 L-11 L-12 M11 9'-2" 101-0111 743 552 454 996 760 629 1311 1311 1468 1268 1154 1468 1268 1154 1625 1404 1277 1625 1940 1404 1675 1277 1524 1940 1675 1524 2255 1946 1770 2255 1946 1770 2885 2489 2263 2885 2489 2263 3615 3032 2755 3515 3032 2755 8'-0" 9'-2" 10'-0" 1133 977 11331 1031 L-13 11 �-2" 352 492 766 887 1023 1023 1132 1132 1349 1349 1567 1567 2003 2603 2438 2438 11'-2" 1045 L-14 12"- " 0 2'97 418 652 756 922 946 1045 1246 1246 1446 1446 1848 1848 2249 2249 12'-0" L-15 12'-8" 261 369 576 670 817 890 984 984 1173 1173 1361 1361 1738 1738 2116 2116 12'-8" L-16 13'-4" 229 328 511 596 728 815 893 929 1107 1107 1285 1285 1640 1640 1996 1996 13'-4" L-17 14'-0" 203 292 456 532 651 729 799 879 1047 1047 1215 1215 1551 1551 1887 1887 14'-0" 1236 1524 1524 L-18 16'-0" 215 284 386 530 492 653 688 775 11661 1811 1811 2098 2098 16'-0" L-19 18'-0" 157 211 286 400 367 494 519 588 891 946 1201 1336 1585 1585 1833 1833 18'-011 L-20 18'-8" 142 192 260 365 334 452 474 539 818 869 1104 1282 1520 1520 1758 1758 W -8 -- 8'-8"L-21 L -21 20'-8" 104 145 195 281 254 350 365 518 641 6821 869 1087 1267 1350 1560 1560 20'-8" L-22 L-23 22'-8" 24'-0" 76 110 147 219 193 273 284 334 327 508 384 484 543 625 693 625 832 918 1014 905 1211 1131 1335 1185 1662 1304 22'-8" 24'-011 7371 10261 L-24 26'-511 1 267 309 391 511 5071 757 9681 11811 26'-5" L-25 28'-i3" 214 251 317 425 413 629 604 929 795 1077 284" L-26 30'-0" 171 203 258 348 337 525 497 780 656 986 30'-0" L-27 32'-a" 409 857 542 866 32'-0111 L-28 34'-0" 336 556 447 734 34'-0„ L-29 1. 36-0 275 471 368 624 36'-0" L-30 38'-a" 301 531 38'-0'1 L-31 40'-0° 244 451 45'-511 Note: All lintels greater than 22-8" in length will require (2W bars top or (2)4* bars top&batt. --. - - ___ _ - - _ __._____ F = FILLED WITH GROUT NOMINAL FILLED HEIGHT Lx x Fx x (13) LINTEL MARK (10) I I I POWER STEEL LINTELS DESIGNATION (9).; FILLED HEIGHT VARIES - SEE SCHEDULE (7) ,/ V_ //// // 3 0 00 00 4000 loop 0000////„'. :* �//i// 4,� ” d A:4 d /If— /I//I ....;. r. /ii/i/ (1) (14) i 4» /////00 00 00 0000 0i iii 4 i311„ (2) (2) 7j,f 7g” REFER TO NOTES FOR DESCRIPTION OF NUMBERS ��> » DETAIL A DETAIL B I GRA NOTES: VITY LOADS 1, PRODUCT NAME (PATENT NO. 6367209); 14. #5 REINFORCING BAR(S) GRADE 40 ARE TO SET APPROX, 1-112" FROM TOP OF ALL LINTEL DESIGNS AND IN SOME CASES THE PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES TOP HORIZONTAL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE REINFORCEMENT IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE #9. PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY IN THE CASE THAT THE LINTEL IS NOT WITHIN A COMPOSITE BOND =40 ksi). BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'- Z 0" PAST INSIDE OF JAMBS, 0 NOTE: DEFORMATIONS DO NOT EFFECT STRUCTURAL CAPACITY, FOR SPANS LESS THAN OR EQUAL TO 16-0" BOX LINTELS TO BE 20 15. MANUFACTURER. n GA, FOR SPANS GREATER THAN 16'-011 BOX LINTELS TO BE 16 GA, POWERS STEEL 2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD 4118 E. ELWOOD PHOENIX, AZ 85040 U DEFLECTION ON NON -CURED MASONRY GROUT. ALL LINTELS PH# 602-437.1160 FAX# 602.437-5409 0 GREATER THAN 18'-0" ARE BUILT WITH 112" CAMBER. W 3. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS 16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN HAVING MINIMUM Pm AS SHOWN, DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR + FLORIDA BUILDING CODE - 2007 SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT + NASPEC 1 AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 2001 INHIBIT BOND. (W12004 SUPPLEMENT) +AOI 530.45/ASCE 5-051TMS 402-05 5. DESIGN BEARING OF POWERS STEEL LINTELS IS 8" FOR ALL LINTELS GREATER THAN 18'-0" IN SPAN OR GREATER THAN 32" IN TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER DEPTH, ALL OTHER LINTELS REQUIRE A MINIMUM OF 4" BEARING ON SPECIAL DESIGN CONCERNS OR LINTEL DEPTHS DIFFERENT THAN PER THE STANDARD AND FLORIDA BUILDING CODES. THOSE SHOWN IN THE LOAD TABLES, A 6, fm= 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, STRUCTURAL ENGINEER FOR THESE LINTELS IS, O W GRADE N. v S.E. CONSULTANTS, INC. � 7. GROUT = 3,000 psi, SLUMP RANGE; 8" TO i 1", ROD OR VIBRATE 5800 E. THOMAS RD. SUITE 104 GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO SCOTTSDALE, AZ 85251 6 ; L j d• AIR POCKETS), GROUT SHALL COMPLY WITH ASTM 0476-83 AND PHONE No. (480) 946.2010 e®,,�9 `r a r I r //// a , O BE EITHER COARSE OR FINE GROUT, FAX (480) 946-1909 N §45 f�8. MORTAR; TYPE "S" OR TYPE "pM" 1800 si. IF AN INSPECTOR CONTRACTOR SUBCONTRACTOR OR PLANS w ®®*®��`A'� W EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL, '' \ �.•;�Irl CO.J Z Z 9, TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED Cu 0 - x BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A 17, INSTALLATION; ' CC , STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH; (�o LINTELS. STANDARD CONSTRUCTIONS PRACTICES, SET TO PROPER LINE ANDC. i Cry "•e ,° ,� Q LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO OTHER ✓ ® ' �•e ••°•®®� ,��°° Q 10, ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR WORD, ENGINEERING DRAWINGS, 11, LIMITATIONS; P a THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN » , LOADS AND SPANS SHOWN IN THIS REPORT, (n THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED » ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE Z RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. p C3 A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE p, W Z LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A ' N PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A„ v U W 10 MIL THICKNESS OR TO MAINTAIN A MIN. 114” SPACING E Z " W BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. PowerB0X8 STEEL LIlNTELS �4 O P4 14 NOTE: NO SCALE `"' J U E A Vj co NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES ATZi O. O CO THIS TIME MIAMI DARE COMPLIANCE IS BEIN16 CTAGE, IS .060 INCHES THICK L,JG SOUGHT, 20 GAGE IS .039 INCHESTHICK L.IJ E-4 M a Z 12. DEFLECTION LIMITS ARE SET TO Li600 FOR ALL LOADS SHOWN O O a d� ABOVE THE DARKENED SOLID LINE. DEFLECTION LIMITS ARE SET c / ^ Z � � � TO L1360 [LIVE LOAD] AND L/240 [DEAD + LIVE LOAD] FOR ALL V o LOADS SHOWN BELOW DARKENED SOLID LINE, LU 13, ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS, & J TABLES ARE DATED 912008 AND CLEARLY INDICATE is. Ell W HCq E SUPERIMPOSED LOADS. Z O W � ►� iII—LTJ U11 7j» D ETAI L "C o � W 0 » W C' :} o d 4d 3„ 0 ito in a 4 3 d: „ d „ � » 1111. C.� % O 7j» „ �_e`• .M,�. » � *, 3 '4 to Em 2 –7§00 �... q 4 4. 0�Om �00�-z Q C H(nH DESIGN DRAWN CFG/BAD TL „ CHECKED CC 7j" j- --- 9vuL)t��A DWG.No. 2141332 JOB No. D ETAI L p D ETAI L E» AS NOTED DATE / / 07 02 14 s5lol SHT (1) 15 FROM FTG. TO TIE BEAM SPLICE t0 (1)05 FROM FTG. TO TIE BEAM SPLICE t0 BE MIN, 25" GROUT CELL SOLID I BE MIN. 25" GROUT CELL SOLID 7 w © N S" CMU BLOCK I I I I NoN_ LOA D 0) 0') 8" CMU BLOCK I I I 1 1 BRG. UJALL 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER 6 3-1/2" CONC. SLAB w/ MIL. VAPOR BARRIER I P15ERMESH REINF. OVER 6 I I SPWRr 1 1 INTERIOR GARACsE I 1 INTERIOR MIL. VAPOR BARRIER I I I 1 I (nII 1 1 I = a I I 0 Z > 1 1 Q 0 ., e d , m I - GRADE— ° al.e — _ _ _ d • I — _ w `° �'I < — I - } •.a . — — — — =1 I 1=1 11= I=1 I I=1 � d I _� ' ::.:.�.:.. — _ _ III I I_I 1=111 E111=I11=11 II_ -- -- �. I— I I- I _ = 1 _--- - I—I I f_ -111-111=111=111=1 I-1 LI 1=1 11=1 I—) 11-1 Ir 0 — — (I/ �+'� CONT. I 1 : 6„ I 1=1 111' F- _ MONOLITHIC FOUND 10N W/ -_ — =_ - MONOLITHIC FOUNDATION W/ -� I I (—III—I' Lli{� II 111 I II I II I II I 1=1 11= I II 1- O — O (2) 05 DIA. RODS CONT. ON _1 _— —� I— (2) "5 DIA. RODS CONT. ON I= - -- � CLEAN COMPACTEp CHAIRS -I I —III—I I — CLEAN COMPACTED Z Q CHAIRS III III -1 I 1'-O" FILL m 95% STANDARD (oil — �� � FILLDENSITY DENSITY STANDARD11-011O DENSITY (1) 05 CONT. W/ 3" MIN. w F-- m 0 CLEAR 0 Q z WHERE 2ND STORY OCCURS, FTG WHEN 2ND STORY OCCURS, FTG U ry Q SHALL BE 1'-4" WIDE w/(2) +'S BARS SHALL BE 1'-4" WIDE w/(2) "5 BARS OO Lu to o Z OFFSET FOOTING � �'�"�'. 1 4 2 STORY FOOTING DETAILS ,� � SL.�4� fiz�C�55 5 '� 3 GARAGE AGE CUfi�5 DETAILS 3/� =1-r� ,4T S�-IOU���' 3/�"=1'-O NON 5EARINC� 3/411011-011w w O ryry c� 1/2" GYP, BD, EA. SIDS OF 2x's leo" O.C. A LLJ >: 1/2" GYP, 51). EA. SIDE OF 2x'S 16" O.C. 1/2" GYP. 5D. EA, SIDE OF 2x's g 16" w 0 2 1/4 O.C. oo�. rwoiwiier'��aP o_ N fee®•' ®• PT. BOT. PLT. PT BOT. PLT. `�' •,•fir/ �� ,�, �`' o PT BOT. PLT. 3-1/2° CONE. SLAB W �•.� o a z \rze — I- - ; < . •.1 GRADEA� a77—j7 cq _ ri _ •. • ..;'°a — —III — — ♦'+ •,+� iI�_1--_ _ I _ I = .. ' I—III—III—I I L—I ..: , .. I I I�I I . � . �., •. ,. III I 1=1 11=1 I I I_I I I I I_I I I—I I ___ w— — — —• ' — - e — — — '— •q� I I—_I 11=11 ---=— I =1 I I—I ——--—uI_I I I_�I —II d ��'u I I_I I ISI 11•=11 =— — —�® 3 �.. III I I III1=1 — =111', 1=1 I = — _ = .- - -111=1I 1=1 I1.=1I1=111 I I1=11111 I_=I III III III III III III ��r�- -= _ = C2) � 5 CONT. -I(3) «5 S CONT. W/ 3 MINI--I —I I I I I I, „ I I, , 1 I II I I 1=1 I I III—,;I;—,S" x 12" THICKE S�1 III—III-1 I I—III—III- UJ/ 3 MIN. C-1 EAR (3) "5'S CONT. W/ 3" MIN. II I — 1 I 1=111= y - CLEAR lU "5 CONT. = I ' S DONT. 10 12 6 10.. 10" le 8 8 CLEAR 10 10 -I 111,11„1-1 UPLIFT CONNECTORS SUCH AS SP's, His, 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, His, AND ANCHOR BOLTS ARE NOT REQUIRED (A z ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR UPLIFT FORGES. SHEARUJALLS REQUIRE ANCHOR BOLTS ON WALLS NOT EXPOSED TO UPLIFT FORCES, SHEARWALLS REQUIRE ANCHOR t` C LL BOLTS AND SHOULD BE PROVIDED PER PLAN. AND SHOULD BE PROVIDED PER PLAN. BOLTS AND SHOULD BE PROVIDED PER PLAN. CQ ,SHOWER C-�Afi�? C n X NOT USED OFFSET FOOTING INTERIOR TWO w � w INTERIOR 5E ARINCz 3/ "=t'-r�" s 3/4"=�'-m" g THICKENED EDGE 3/4 1111 � Hz : 4 w NTs3>RLNC 3/4" =1'-rv" STORY 3' INS 0 0 r co Ito E&0� u z ��o�� o PER I" IFCx, /SL DING SS o 0 U3A F�,,�` SPECS GLASS DR. x 0 �Wz Q u o� 0 LLJ � a LOPE 8.. CMU SLocic IJ_— 0 F o m H (1) M5 FROM FTG. TO TIE BEAM w I— Z O V CQ 3-1/2" CONIC. SLAB w/ SPLICE TO BE MIN. 25" GROUT' D FIBERMESH REINF. OVER 6 CELL SOLID REFER TO PLANS a W 0 � 1/' CASING -- MIL. VAPOR BARRIER FOR LOCATION w N ALUMINUM `THRESHOLDTOO y ;l. c 3-1/2 CONG.5LAB _ — P 4 ` ' + • a' (2500 P.S.I.) U)/ SLOPE— C— '' =1 I I i I I =1 I I� �� ~ a� •° -=1 11=1 I I—I ANr MrL. VAPOR 3/4" RECESSIII=III—III- 5ARR ER ._ _ ,,� acLEAN rill, _III -1 --- SLOPE 1/4" 95�o STANDARD " i—III=1 I- III— I I=11 PER FOOT DENSITY AND TERMITE 16"x8" d CONC. FTG. w/(2) S'S TREATED CONT PERSPE MF-G' v EXP JOINT I NOT USED NOT USED NOT USED Z v o > EXTERIOR I�00 x RIOT USED 12 INTERIOR' 5E ARINC� x x x � o J 1Q> �OUR� � S I L. L. "' NTS NTS uu/ Cl`�IU 3/4" =1'-�" NTS NTS NTS � � ; ^ 0 Lv 0 FILLED CELL 8" C.M.U. FINISH �� Z X 9 GARAGE 4" PER ELEV. 8 R EL FINISH I m FINISH FLOOR PER ELEV. O Z FINISH FLOOR TOP VIEW eGORNER PENETRATING PI w O Z FINISH GRADE CLEAN _ PENETRATING PIPE LOOP TIE (TYR) o o -_ COMPACTEDCL -`•. Q f— _ iARAGE WALL FILL d , F— + DESIGN DRAWN ,— CFG/BAD TL 3 1/2" CONIC. '-I I I 1111 11 ` —=11 r - � _ � - A CHECKED - SLAB 3 -Iia CONE. SLAB 4' =1I = _ - CC � DWG.No. 2141332 ill=i I I=1 I I-1 ill Pvc SL>EYE FOOTING PER m P'YC SLEEVE MIN. 111-111=III-= l I—I FOOTING PER ::. JOB No. J DIAMETER t0 BE 2 _ —� _.. —� PLAN PLAN ° P'IPE SIXES LARGER THAN THE PENETRATING MONCL I TSI I C (51DE VIEW) (FRONT VIEW) SCALE AS NOTED - I PIPE — i DATE 07/02/14 8 x 8 THICKENED EDGE W/ (1) 05 CONT. 3/4 flail -oil MONOLITHIC 4 STEMWALL AL L A.C. CHASE x NOT USED THICKENED EDGE �-I � S NTS HT SD1 Ld 2 X 6 X 12 P.T. OF OPENING I--- CENTER BUCK o - 1* 5 RAR CONT. 2X4 BLOCKINGOEA. OUTLOOKER (ROOF SHEATHING SPAN TO BE 2'-0" MAX.) END NAIL W/(2)166 NAILS EA. END 22X4 OUTLOOKERS (2)16d NAILS T. TO STUD TOP • 3/8" DIA. ANCHOR 4T 24 O.G. MAX. 2'-0" MAX. L PL axa RIDGE BOA SHEATHING PER PLAN, NAIL BOTTOM(TYP.) (END NAIL PLTS. TO STUD) PER NAILING SCHEDULE SIMP50N H-10(TYP.) 2 X 4 P.T. TOP BUCK L e<{ 2x(o COLLAR TIE HALF END NAIL, EA. OUTLOOKER 2 X P.T. BUCK EACH WAY UP HEIGHT OF WK2)1Fd NAILS TO TRUSS 2X FACIA, END NAIL VALLEY. FASTEN W/ (5) DBL. 2X8 W/(2)16d NAIL50EA. SIDE OF OPENING TOP PLT FASTEN SYP . OR SPF � IDd COMMON NAILS � OUTLOOKER Z 2X6 (MIN. WIDTH) PLATE v' EA. END. (TYP.) PROVIDE (5) 3/8" DIA. J -BOLT U1/ 5-1/2" EMBEDMENT THRU 1/16" O.S.B. SHEATmHING Jpv HOLD WALL DOWN 3-1/2" _ AT EACH DOOR BRACKET, EACH SIDE OF TO PRE-ENGINEERED TRU5S 2X6'5 6 24" PRE -ENG. ROOF TRUSS 2X8'sO16" O.G. FOR OUTLOOKERS DOOR, PROVIDE 1-1/2" X 3/16" THICK BELOW WITH 1/4"x4-1/2" SIMPSON O.C. MAX. (TYP.) d. WASHER W/ EACH ANCHOR. SDS SCREWS 2x6 PLATE To 1/16" O.S.B., NAIL PER (1st BOLT TO BE 8" MAX. ABV. CURB, REST TOP CHORD OF EA. TRUSS BELOW ATTACH 2X6 RAFTER TO 1'-9'' MAX. NAILING SCHEDULE. EQUALLY SPACED APPROXIMATELY 24 O.G.) 2x6 RIDGE BOARD POURED CELL*5 BAR V) FASTEN CONVENTIONAL 2X VALLEY WITH A35 ON ONE 51DE CONT. FROM REAA M TO Ld RAFTER FRAMING (OR PRE-ENGINEERED OF RAFTER. ATTACH A35 FOOTING. TEXTURED CEMTITUOUS W VALLEY TRUSSES) TO 2X PLATE WITH ON ADJACENT RAFTER FINISH, 9" MIN. THk. _ SIMPSON H2.5 CONNECTORS (5-56 NAILS) TO OPPOSITE SIDE (AS AT EACH RAFTER TO PLATE CONNECTION SHOWN). START BOLTS AFTER 1i2" J -BOLT W/SIMPSON L15P51/2 GARAGE CURB (8" MAX.) 1/2" GYP. BOARD WASHEm3211 MAX. E1" IBED.) CEILING NAILER � 5UCK DETAIL NTS 2 MELD FRAME VALLEY 3 STEF DOWN TIE 5EAM NTS AS READ. CMU WALL BELOW 1/2" GYP. BOARD MSTAM-24 TYP. EACH SIDE OF EACH STUD. ON PT. FURRING VERT. FUR STRLP5 :�' REFER TO WALL SPLICE DETAIL FOR FLASHING V6" O.C. MAX. ----- (0*5 IN TIE BEAM REQUIREMENTS (MSTA M -12's MAY BE USED AT61 i TEXTURED CEMTITUOUS ENDS WHERE HEIGHT 15 LIMITED) W NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D, PER HIB -SI 8 TRU55 MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM '3 ataAoaji GA5LE ENDOVAULTED CEILING(CMU WALL) c LL •e .. Je ® J p. VERT. FUR ,: ;•• SIMPSON HGA-ID a 48 O.C. SIMPSON HGA-10 � CONI. *S IN TIE BEAM � r O.C. MAX, e GROUTED CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48" O.C. OSB NOT REQUIRED o TEXTURED CEMTITUOUS AND SIZED PER NOTES TO BE CONT. na THE 8' CMU WALL ".d 055 NOT REQUIRED FINISH, Y".MIN. THK. TRANSITION FROM . TO BE CONT. a0 THE TOP PLT. TO GABLE z TRANSITION FROM TRUSS �eEAM TYf=. CORNER VERT. VERT. REINFORCING �� �_ �� TRUSS TO GABLE � —Q� WALL SPLICE DETAIL 11/21 Nil -oil NTS DL. 2x4 TOPLT. REINFORCING �3 W~ o W BEAM PER PLAN Z M � I w �— E" Z .A FASTEN SIDE WAIL W V4 0 A vi v SHEATHING PER ow SIMPSON H -10A PLAN. Q � M W D IAGONALTO a a BEAM SIMP50N HIDA o p,, DIAGONAL TO TOP o --� i/1 � � m PLT, c„ Zm a.4 U pw 0 UJ REFER TO DETAILS CMU WALL AS 5E AM CONNECTION FRAME WALL CONNECTION p" F El ;, Ep�' Cit Fa' 90 6/6D3 B 1/6D4 FOR REQ'D PER PLAN Z Z o W w d WALL FRAMING (005 CONT. IN TIE INFORMATION W C� GROUT TIE BEAM F- COARSE SOLID BEAM COARSE W e.• NOM. 8" CMU cn a PROVIDE SCREEN WHEN__1L,,-(4) EQ. SPACED 3/16"x4" B SIMPSON TITENS (w/ LOCK BELOW 15 NOT _ REQUIRED TO BE FILLED WASHERS) 6" MAX FROM SIMPSON A23 TOP AND BOTTOM Z _ sEA. BRACE 'D TO PLT. PT 2X8 PLT., 31/4 HOLDCA CANT. FOR z V 1/2" J -BOLTS CLG. NAILING 0 W/WASHER5(MIN. 6 SURFACE � � EMBED) MIN. 6" � p FROM EA. END AND _� FRAME TO CMU WALL n � u PROVIDE 16d NAILS 32" O.C. MAX. � o 1�TL. s 1✓2 =) -0 GABLE END TRUSS •� 1I/Z":t'-��� CONNECTION DETAIL TO PLT.a12" O.G. H'3 MAX. Z 0 0 00 N AIOKT a 32" O C. J n G o 0 NOTES: 1. WINDOW AND DOOR A55EMBLIES TO CONFORM TO 2012 FBG- R 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16 "X4" TAPCONS 6 FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3, BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL- CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE BUCK SPECIFIED BY ADDED TO EXISTING 2X BUCKED OPENING, USE WINDOW/DOOR (3)ROWS OF 10dX3" NAILS STAGGEREDOI2" O.C. MANUFACTURER 6EA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X 5UCK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ,4RE MET. (o. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS 616" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUEACTURER'5 SPECS. FINISH, k MIN. THK. � II■I�O���O� 2X8'5 16" O.C. 17 x4 5LKS. SHEATHING EA. 51DE PER PRECAST�® 'III■I1 • - IN PRECAST MAX(U.N.O.) 11■1111 ��I�►VERTICAL APPROVED IN GROUT WIN'—"EXT. ■1�I1 BLDG, WRAP 1/2" GYP. BD.SHEATHING VERTICAL GROUT FILLED CELL — .. p PER — ' ■�PLAN PER PLAN ALL LAPS 46 BAR DIAMETER MIN. Mol I11■II 5E GROUT FILLED FASTEN PER SCHEDULE ■®� `I� RUNNING BAR MSTAM-24 EA. ■■ISILL ■®■ cp SIDE OF EA, STUD 1/2" J -BOLT W/SIMPSON (Y TO WALL BELOW W/ (9) 10d NAILS AND LBPSI/2 WASHER632" O.G. } (5) 1/4"43/4" TAPCON5 MAX.(MIN, 6" EMBED.) PER STRAP PT 2x8 0.5.5. TO OVERLAP BOT. PLT. BOT, PLT 11/4" (MIN.) 1X PT NAILER *5 CORNER BAR W NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D, PER HIB -SI 8 TRU55 MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM '3 ataAoaji GA5LE ENDOVAULTED CEILING(CMU WALL) c LL •e .. Je ® J p. VERT. FUR ,: ;•• SIMPSON HGA-ID a 48 O.C. SIMPSON HGA-10 � CONI. *S IN TIE BEAM � r O.C. MAX, e GROUTED CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48" O.C. OSB NOT REQUIRED o TEXTURED CEMTITUOUS AND SIZED PER NOTES TO BE CONT. na THE 8' CMU WALL ".d 055 NOT REQUIRED FINISH, Y".MIN. THK. TRANSITION FROM . TO BE CONT. a0 THE TOP PLT. TO GABLE z TRANSITION FROM TRUSS �eEAM TYf=. CORNER VERT. VERT. REINFORCING �� �_ �� TRUSS TO GABLE � —Q� WALL SPLICE DETAIL 11/21 Nil -oil NTS DL. 2x4 TOPLT. REINFORCING �3 W~ o W BEAM PER PLAN Z M � I w �— E" Z .A FASTEN SIDE WAIL W V4 0 A vi v SHEATHING PER ow SIMPSON H -10A PLAN. Q � M W D IAGONALTO a a BEAM SIMP50N HIDA o p,, DIAGONAL TO TOP o --� i/1 � � m PLT, c„ Zm a.4 U pw 0 UJ REFER TO DETAILS CMU WALL AS 5E AM CONNECTION FRAME WALL CONNECTION p" F El ;, Ep�' Cit Fa' 90 6/6D3 B 1/6D4 FOR REQ'D PER PLAN Z Z o W w d WALL FRAMING (005 CONT. IN TIE INFORMATION W C� GROUT TIE BEAM F- COARSE SOLID BEAM COARSE W e.• NOM. 8" CMU cn a PROVIDE SCREEN WHEN__1L,,-(4) EQ. SPACED 3/16"x4" B SIMPSON TITENS (w/ LOCK BELOW 15 NOT _ REQUIRED TO BE FILLED WASHERS) 6" MAX FROM SIMPSON A23 TOP AND BOTTOM Z _ sEA. BRACE 'D TO PLT. PT 2X8 PLT., 31/4 HOLDCA CANT. FOR z V 1/2" J -BOLTS CLG. NAILING 0 W/WASHER5(MIN. 6 SURFACE � � EMBED) MIN. 6" � p FROM EA. END AND _� FRAME TO CMU WALL n � u PROVIDE 16d NAILS 32" O.C. MAX. � o 1�TL. s 1✓2 =) -0 GABLE END TRUSS •� 1I/Z":t'-��� CONNECTION DETAIL TO PLT.a12" O.G. H'3 MAX. Z 0 0 00 N AIOKT a 32" O C. J n G o 0 NOTES: 1. WINDOW AND DOOR A55EMBLIES TO CONFORM TO 2012 FBG- R 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16 "X4" TAPCONS 6 FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3, BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL- CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE BUCK SPECIFIED BY ADDED TO EXISTING 2X BUCKED OPENING, USE WINDOW/DOOR (3)ROWS OF 10dX3" NAILS STAGGEREDOI2" O.C. MANUFACTURER 6EA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X 5UCK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ,4RE MET. (o. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS 616" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUEACTURER'5 SPECS. � II■I�O���O� 17 x4 5LKS. SHEATHING EA. 51DE PER PRECAST�® 'III■I1 • - IN PRECAST 11■1111 ��I�►VERTICAL IN GROUT WIN'—"EXT. ■1�I1 CELL Illlri� ■1111 VERTICAL GROUT FILLED CELL — .. p PER — ' ■�PLAN ■-■ ENTIRE COLUMN TO Mol I11■II 5E GROUT FILLED W NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D, PER HIB -SI 8 TRU55 MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM '3 ataAoaji GA5LE ENDOVAULTED CEILING(CMU WALL) c LL •e .. Je ® J p. VERT. FUR ,: ;•• SIMPSON HGA-ID a 48 O.C. SIMPSON HGA-10 � CONI. *S IN TIE BEAM � r O.C. MAX, e GROUTED CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48" O.C. OSB NOT REQUIRED o TEXTURED CEMTITUOUS AND SIZED PER NOTES TO BE CONT. na THE 8' CMU WALL ".d 055 NOT REQUIRED FINISH, Y".MIN. THK. TRANSITION FROM . TO BE CONT. a0 THE TOP PLT. TO GABLE z TRANSITION FROM TRUSS �eEAM TYf=. CORNER VERT. VERT. REINFORCING �� �_ �� TRUSS TO GABLE � —Q� WALL SPLICE DETAIL 11/21 Nil -oil NTS DL. 2x4 TOPLT. REINFORCING �3 W~ o W BEAM PER PLAN Z M � I w �— E" Z .A FASTEN SIDE WAIL W V4 0 A vi v SHEATHING PER ow SIMPSON H -10A PLAN. Q � M W D IAGONALTO a a BEAM SIMP50N HIDA o p,, DIAGONAL TO TOP o --� i/1 � � m PLT, c„ Zm a.4 U pw 0 UJ REFER TO DETAILS CMU WALL AS 5E AM CONNECTION FRAME WALL CONNECTION p" F El ;, Ep�' Cit Fa' 90 6/6D3 B 1/6D4 FOR REQ'D PER PLAN Z Z o W w d WALL FRAMING (005 CONT. IN TIE INFORMATION W C� GROUT TIE BEAM F- COARSE SOLID BEAM COARSE W e.• NOM. 8" CMU cn a PROVIDE SCREEN WHEN__1L,,-(4) EQ. SPACED 3/16"x4" B SIMPSON TITENS (w/ LOCK BELOW 15 NOT _ REQUIRED TO BE FILLED WASHERS) 6" MAX FROM SIMPSON A23 TOP AND BOTTOM Z _ sEA. BRACE 'D TO PLT. PT 2X8 PLT., 31/4 HOLDCA CANT. FOR z V 1/2" J -BOLTS CLG. NAILING 0 W/WASHER5(MIN. 6 SURFACE � � EMBED) MIN. 6" � p FROM EA. END AND _� FRAME TO CMU WALL n � u PROVIDE 16d NAILS 32" O.C. MAX. � o 1�TL. s 1✓2 =) -0 GABLE END TRUSS •� 1I/Z":t'-��� CONNECTION DETAIL TO PLT.a12" O.G. H'3 MAX. Z 0 0 00 N AIOKT a 32" O C. J n G o 0 NOTES: 1. WINDOW AND DOOR A55EMBLIES TO CONFORM TO 2012 FBG- R 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16 "X4" TAPCONS 6 FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3, BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL- CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE BUCK SPECIFIED BY ADDED TO EXISTING 2X BUCKED OPENING, USE WINDOW/DOOR (3)ROWS OF 10dX3" NAILS STAGGEREDOI2" O.C. MANUFACTURER 6EA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X 5UCK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ,4RE MET. (o. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS 616" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUEACTURER'5 SPECS. CMU WALL OR • LINTEL BELOW � LY W W TIE BEAM COURSE w J W/Cl)05 CONT. A35 DIAGONAL. TO S 0 Ld 0 TIE-BE4M� TRUSS BOT. CHORD 0 C" IU WALL CONNECTION CLEAR 5PAN CONNECTION m RECESSED 0 PRECASTIU 0 Z N HEADER � CL V) DESIGN DRAWN I I CFG/BAD TL ***NOTE.- fREF-f To rDT L, 3 5D5 F -OF �A5,L FRAC I I �1 * * * �1 it r� CHECKED ...,_CC.... --- — .............._ DWG.No. 2141332 BUCK SPECIFIED Bl' JOB No. WINDOW/DOOR, t P MANUFAC•TUR1=R,..xr� SCALE AS NOTED d DATE 07/02/14 NOTE: FASTEN PT 2X NA&P, TO MASONRY W/ 3/16"X4" TAPCONS 4 - 6 FROM ENDS AND 16 O.C. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES A5 WELL WJINDOWJ/DOORARCH WINDOW G A5LE END a FLAT CE IL INCA g 10 it 1��_ �� SD2 UCK NOT S NTs FRAMING DETAI1 NTS hOOfi� �UC�G DTL. NTS CONNECTION DETAIL 3/� =1 0 � SHT 17 x4 5LKS. SHEATHING EA. 51DE PER PRECAST�® WIN'—"EXT. ■ ' ■�PLAN ■-■ ■OR ■®� `I� ■■ISILL ■®■ .m®m®—■ CMU WALL OR • LINTEL BELOW � LY W W TIE BEAM COURSE w J W/Cl)05 CONT. A35 DIAGONAL. TO S 0 Ld 0 TIE-BE4M� TRUSS BOT. CHORD 0 C" IU WALL CONNECTION CLEAR 5PAN CONNECTION m RECESSED 0 PRECASTIU 0 Z N HEADER � CL V) DESIGN DRAWN I I CFG/BAD TL ***NOTE.- fREF-f To rDT L, 3 5D5 F -OF �A5,L FRAC I I �1 * * * �1 it r� CHECKED ...,_CC.... --- — .............._ DWG.No. 2141332 BUCK SPECIFIED Bl' JOB No. WINDOW/DOOR, t P MANUFAC•TUR1=R,..xr� SCALE AS NOTED d DATE 07/02/14 NOTE: FASTEN PT 2X NA&P, TO MASONRY W/ 3/16"X4" TAPCONS 4 - 6 FROM ENDS AND 16 O.C. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES A5 WELL WJINDOWJ/DOORARCH WINDOW G A5LE END a FLAT CE IL INCA g 10 it 1��_ �� SD2 UCK NOT S NTs FRAMING DETAI1 NTS hOOfi� �UC�G DTL. NTS CONNECTION DETAIL 3/� =1 0 � SHT Ilk NAILING AT STUD t0 DBL TOP PLATE (END NAIL) STUD TYPICAL STUD NAILING* STUD SIZE DOUBLE TOP PLATE SILL PLATE 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) NAILING AT STUD TO SILL PLATE (TOE NAIL) * ALL NAILS NOTED ARE 0.131"x3 1/4" 1 TYPICAL WALL 2 CONNECTION OF PERP. STUD CONNECTION DETAIL NTS SHE ARWAL L TO TRUSS 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE NAIL EACH END OF BLOCKING PRE -MANUFACTURED BETWEEN FLUE AND FRAME NAIL SCA5 TO TOP CHORD WITH (4) 0.131"x3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131"x3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' 5RACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131"x3 1/4" TOENAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOU5LE TOP PLATE WITH 0.131"x3 1/4" NAILS a 4" O.C. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL 3 1/4" NAILS DBL TOP PLATE GALV, FLASHING FRAMED WALL 3 CONNECTION OF PARALLEL O WALL TO ROOF FRAMING 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2X4's FLUE DETAIL 3 =1 m FLUSH HEADER CONDITION OPENINGS WITH SOLID SAWN, LSL, LVL, OR PBL HEADER 3" O.C. NAII-INLI WITH 0.13 "^" NAILS (NOTE: NAILING M, STAGGERED ACROSS B( PLATES) (5) 0.131"x 2 1/2" NAILS IN PLATE (TYPICAL EACH HEADER) 3" O.C. NAILING WITH 0.13 NAILS INTO BOTTOM (TY EDGE NAILING IN KING STUD PER SHEARWALL REQUIREMENTS EDGE OF PANEL (TYPIC 1 1/2"=1'-V GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S 1/16" O.S.B. OR C.D.X. GABLE SHEATHING W/ Sd RING SHANK NAILS a 4" O.C. ON EDGES AND 12" O.C. IN FIELD 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING 3/4" =1'-P>l' — (4) I�od COMMONS NAILED a EACH END �-- 2X4 BLOCKING W/ (2) I(od COMMONS END NAILED TO VERTICAL 2X4's \—PRE-ENGINEERED TRUSS DROPPED HEADER CONDITION L+J Q 0 Z REFER TO PLANS FOR O 2x4 BLOCKS, (2) 16d NAILS 0 EA. EXACT SIZE OF O.H. END. BLOCK ADJACENT BAYS 0 EA. '-4 MAX. 0 -- DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS 0 6" O.C. CONT. 2X4 LTJ 0 SIMPSON H1QA DIAGONAL TO O 16d NAILS 5 BLOCKING 2X4'S 0 24" O.C. BRACE TO BLOCKING GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN — SPLICE AS REQ'D. A TO DIAGONAL w/(2) 16d coa LTJ NAILS. — PROVIDE 2X BLOCKING FOR NAILING GABLE BRACING 0 48" PRE ENG. TRUSS m ''`' O O.C. MAX. 45• FROMr�®e`t11111//sir!®®� a N HORIZONTAL (+/- 10) ��` �� �s...®..® .� ifs � 1*BRACE NOT REQUIRED 6' ® �`"®.��° 'l W FROM EA S. , Q ,w � A%- S,< Z w LISA 6 ZZ ;® p PROVIDE BLOCKING BETWEEN x ��� a'�®..' . ®®®®• ���, `—� rr TRUSS BAYS 0 48��O.C. o sP O�i�®�� J OO FOR FIRST 3 BAYS 4 - SEE PLAN FOR SUPPORT 7�c AND TIE DOWN OF JACK yam, TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 0 G A5LE END a FLAT CEILING Acq 5 WITH 1BOSTON ,1--I I P 3/4"m 1'-0,� U Q m z m M a F— � z - ' i air Ld ug 0 C6 cc ROOF SHINGLES: ROOF TILES: 0 E+ � a W c7 L11- 1. MEETS ANSI/UL ISO, CLASS A, ASTM D3462 1. CONC. OR CLAY TILES a 0 � O 2, SECURE W/(4) NAILS EA. 2. INSTALL OVER 1X2 PT 5ATTON STRIPSrn d' 3. MEETS UL R2453 PROGRAMON 430 FELT(ASTM D 226 TYPE 1) osg 26 GA. GALV. FLASHING: x 3. USE 5/6" 055 OR CDX SHEATHING Q ZO fx 1. G -S0 GALV. COATING U C . p c 2. MEETS ASTM A521 W 3. REGULAR POLYESTER - W F,y Ey E-_4 Q. 4. 1.0/0.5 MILL. W/PRIMER Zply 5. MIN. THICKNESS 0.0181 IN. � F_Z V cq 6. CHROMATE TREATMENT L.�J O o HURRICANE ANCHOR AT EACH TRUSS W ,, La (REFER TO ROOF PLAN) _ V) PRE-ENGINEERED WD TRUSS, 24" O.C. ELEVATION VARIES dL TOP OF MASONRY R-30 INSULATION1/2" DRYWALL ALUM. DRIP EDGE m 2x CONT. 6U5FA5CIA 1x2 Pt NAILER VENTED ALUM. SOFFIT TYP. SINGLE TIE -BEAM W/ (1) '"5 CONT. GROUT SOLID PRECAST CONC. OR REFER TO ELEV. POWERS STEEL SILL TYP. FOR OVERHANG Z Q 0 10 a ALL WINDOWS WINDOW PER o O J FLOOR PLAN V) WW Ld � J Y 1/2 G.W.B. OVER VAPOR BARRIER W/ R4.1 INSUL. �TEXTURED CEMTITUOUS s 0 Lv Q BETWEEN 3/4" P.T. VERTICAL FC TH, Y" MIN. THK. ON ^ Q FURRING a 24" O.G. ( VERT REINF. BEYOND ZO m A O Z 3-1/2" GONC, SLAB S816 CONC BLOCK Vw o Z p�Q0 MAIN FLOOR X60\ INC"r?� — .1.. ELEV 0 -0�� <� Q_!— ,j.:: a F,' "` G DESIGN CFG/9AD DRAWN TL CHECKED cc52 - DWG.No. 2141332 2 2 JOB No. --- _ � SEE SHEET 50SCALE1 FOR FTG AS NOTED DETAILS DATE 07/02/14 TYPICAL i — STORY WALL SECTION NTS SD3 SHT TO 50TTOM CHORDS WITH (3) CHIMNEY CAP 0.131"x3 1/4" INSTALL 2x4 BLOCKING (1) 6PH4 EVERT' OTHER STUD-----�. BETWEEN TRUSS BOTTOM CHORDS a 12" O.C. BOTTOM CHORD OF TRUSS TOP OF CHIMNEY SHALL 5E A MINIMUM OF 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF 2X4 VERTICAL a24" O.C. MAX. PROVIDE (4) 106 NAILS TO NAIL EACH BLOCK TO DBL BOTTOM CHD 8 (3) 106 NAILS TO TOP PLATE WITH (3) 0.131"x TOP CHORD 3 1/4" NAILS DBL TOP PLATE GALV, FLASHING FRAMED WALL 3 CONNECTION OF PARALLEL O WALL TO ROOF FRAMING 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2X4's FLUE DETAIL 3 =1 m FLUSH HEADER CONDITION OPENINGS WITH SOLID SAWN, LSL, LVL, OR PBL HEADER 3" O.C. NAII-INLI WITH 0.13 "^" NAILS (NOTE: NAILING M, STAGGERED ACROSS B( PLATES) (5) 0.131"x 2 1/2" NAILS IN PLATE (TYPICAL EACH HEADER) 3" O.C. NAILING WITH 0.13 NAILS INTO BOTTOM (TY EDGE NAILING IN KING STUD PER SHEARWALL REQUIREMENTS EDGE OF PANEL (TYPIC 1 1/2"=1'-V GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S 1/16" O.S.B. OR C.D.X. GABLE SHEATHING W/ Sd RING SHANK NAILS a 4" O.C. ON EDGES AND 12" O.C. IN FIELD 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING 3/4" =1'-P>l' — (4) I�od COMMONS NAILED a EACH END �-- 2X4 BLOCKING W/ (2) I(od COMMONS END NAILED TO VERTICAL 2X4's \—PRE-ENGINEERED TRUSS DROPPED HEADER CONDITION L+J Q 0 Z REFER TO PLANS FOR O 2x4 BLOCKS, (2) 16d NAILS 0 EA. EXACT SIZE OF O.H. END. BLOCK ADJACENT BAYS 0 EA. '-4 MAX. 0 -- DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS 0 6" O.C. CONT. 2X4 LTJ 0 SIMPSON H1QA DIAGONAL TO O 16d NAILS 5 BLOCKING 2X4'S 0 24" O.C. BRACE TO BLOCKING GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN — SPLICE AS REQ'D. A TO DIAGONAL w/(2) 16d coa LTJ NAILS. — PROVIDE 2X BLOCKING FOR NAILING GABLE BRACING 0 48" PRE ENG. TRUSS m ''`' O O.C. MAX. 45• FROMr�®e`t11111//sir!®®� a N HORIZONTAL (+/- 10) ��` �� �s...®..® .� ifs � 1*BRACE NOT REQUIRED 6' ® �`"®.��° 'l W FROM EA S. , Q ,w � A%- S,< Z w LISA 6 ZZ ;® p PROVIDE BLOCKING BETWEEN x ��� a'�®..' . ®®®®• ���, `—� rr TRUSS BAYS 0 48��O.C. o sP O�i�®�� J OO FOR FIRST 3 BAYS 4 - SEE PLAN FOR SUPPORT 7�c AND TIE DOWN OF JACK yam, TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 0 G A5LE END a FLAT CEILING Acq 5 WITH 1BOSTON ,1--I I P 3/4"m 1'-0,� U Q m z m M a F— � z - ' i air Ld ug 0 C6 cc ROOF SHINGLES: ROOF TILES: 0 E+ � a W c7 L11- 1. MEETS ANSI/UL ISO, CLASS A, ASTM D3462 1. CONC. OR CLAY TILES a 0 � O 2, SECURE W/(4) NAILS EA. 2. INSTALL OVER 1X2 PT 5ATTON STRIPSrn d' 3. MEETS UL R2453 PROGRAMON 430 FELT(ASTM D 226 TYPE 1) osg 26 GA. GALV. FLASHING: x 3. USE 5/6" 055 OR CDX SHEATHING Q ZO fx 1. G -S0 GALV. COATING U C . p c 2. MEETS ASTM A521 W 3. REGULAR POLYESTER - W F,y Ey E-_4 Q. 4. 1.0/0.5 MILL. W/PRIMER Zply 5. MIN. THICKNESS 0.0181 IN. � F_Z V cq 6. CHROMATE TREATMENT L.�J O o HURRICANE ANCHOR AT EACH TRUSS W ,, La (REFER TO ROOF PLAN) _ V) PRE-ENGINEERED WD TRUSS, 24" O.C. ELEVATION VARIES dL TOP OF MASONRY R-30 INSULATION1/2" DRYWALL ALUM. DRIP EDGE m 2x CONT. 6U5FA5CIA 1x2 Pt NAILER VENTED ALUM. SOFFIT TYP. SINGLE TIE -BEAM W/ (1) '"5 CONT. GROUT SOLID PRECAST CONC. OR REFER TO ELEV. POWERS STEEL SILL TYP. FOR OVERHANG Z Q 0 10 a ALL WINDOWS WINDOW PER o O J FLOOR PLAN V) WW Ld � J Y 1/2 G.W.B. OVER VAPOR BARRIER W/ R4.1 INSUL. �TEXTURED CEMTITUOUS s 0 Lv Q BETWEEN 3/4" P.T. VERTICAL FC TH, Y" MIN. THK. ON ^ Q FURRING a 24" O.G. ( VERT REINF. BEYOND ZO m A O Z 3-1/2" GONC, SLAB S816 CONC BLOCK Vw o Z p�Q0 MAIN FLOOR X60\ INC"r?� — .1.. ELEV 0 -0�� <� Q_!— ,j.:: a F,' "` G DESIGN CFG/9AD DRAWN TL CHECKED cc52 - DWG.No. 2141332 2 2 JOB No. --- _ � SEE SHEET 50SCALE1 FOR FTG AS NOTED DETAILS DATE 07/02/14 TYPICAL i — STORY WALL SECTION NTS SD3 SHT i i W Q M NOTE: REFER TO DETAIL (o ON SD3 FOR TYPICAL FRAMING NAILING REQUIREMENTS AROUND OPENING CHANGE IN PLATE (TYPICAL DOUBLE PLATE IN WALL HEIGHT SPICE) 46" MINIMUM SPICE LENGTH MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (2) 2x DOUBLE PLATE (16)0.131"x3" NAILS IN THIS (U.O.N.) NAIL PLATES WITH ZONE. 0.131"x 3" NAILS a 8" O.C. JOINT IN LOWER VERSA-LAM COLUMN PER ( STAGGERED PLATE PLAN, BREAK TDP PLATE TO NAIL EACH PLY OF KING AND CRIPPLE JOINT IN UPPER ALLOW BEARING MEMEBER STUDS TOGETHER WITH 0.131"x3-1/4" NAIL STAGGERED NAILS IN PLATE TO REST ON COLUMN a 6" O.G. STAGGERED (TYPICAL) DOUBLE TOP PLATE Z SEE WALL LAYOUT PLAN FOR O CONNECT TOP PLATE TO CRIPPLE SCUD AND KING STUD I TYPICAL STUD TO DOUBLE COLUMN w/ (3) 106 TOE PLATE CONNECTION (SEE NAIL IN EA, PLATE REQUIREMENTS I DETAIL 1 ON SD3)ry a- PROVIDE /4" PLY- /- f (10 U ON BOT. OF BLOCK 2x4 5LK5. EXT. SHEATHING W I I O.G. EA, SIDE PER 5PH4 / 6 INSTALLED PLAN NAIL EACH PLATE TO CRIPPLE ! HORIZONTALLY .W STUD WITH (3)0.131"x3-1/4" NAILS - fY TOENAIL (TYPICAL) '� > 2x SIZE, TYPE 8 SPACING PER PLAN _ A > W 2x TREATED SILL PLATE / ria W � o. r r r r r r \2— r r r W DOUBLE SILL REQUIRED WHERE ", . Q r r r OPENING WIDTH EXCEEDS �1 '••a �" '6�Z Z TYPICAL STUD TO SILL $; �;®� 00% mi w NAIL TD SILL (U.O.N,) BUILT-UP POST PER PLAN PLATE CONNECTION ur "°"�`-"� "" V PLATE a 3"O.G. CONNECT COLUMN TO FTG PER �"" •� J (SEE DETAIL 1 ON SD3) o PLAN w 4ya» Q ANCHOR REQUIRMENTS ,i► ,. . Q BUILT UP CORNER POST (SEE ANCHORS ON EITHER SIDE OF VERSA-LAM IS NOT TO BEAR ON �A ��% ®®"� — TYPE 1 4 2 INSTALL a 32" O.C. '� a�®®®• J DETAIL 5 ON SD3) JOINT IN SILL PLATE BOTTOM PLATE, USE (2) LAYERS OF O O o ���®® ��•` -� 0 150 FELT PAPER OR EQUIV. A5 TYPE 3 INSTALL a 24" O.G. VAPOR BARRIER O 4lOsll6pp� \. SEE DETAIL 5 TH15 SHEET FOR -011 .ANCHOR TYPES ARCH WINDOW DETAIL— TYPICAL L WALL FRAMING CONDITIONS tr���=t� � RAM I NCS DETAIL NTs TRUSS (BY %a Z e OTHERS) •� m a I Q IDGE BDA �..'...' F O SHEATHING COVERED BASE TRUSSES 24 O.G. MAX. 2X8 R e PER PLAN W � ug gQ (0 m a a c VALLEY TRU55ES a 24" O.G. BEVEL BOTTOM OF — — — — -- — — — Q H M N [.4 w ° O TRUSSES TD SIT EVENLY ON SHEATHING. L 0 O ('UA35 FRAMING ANCHOR OR EQUIV. a 48" O.C. TO CONT.{� 2xro COLLAR TIE HALF W a+ eP 2.X4. WAY UP HEIGHT OF NUT w/ 3 "x3"xl/4" o tr"I ... WASHER cn 'Z a E .. 0 CONT. 2X4 NAILER WK2)l0d NAILS a EA. TRUSS AND MIN. VALLEY. FASTEN W/ (5) Q LTS-12 TD TRU55ES BELOW a 48" O.G. MAX. FASTEN SYP OR SPF 10d COMMON NAILS a ALTERNATE: o a c EA. END. (TYP.) SIMPSON LBP$ 1/2 go ° ow 2X�o (MIN. WIDTH) PLATE v W Q PROVIDE (4)10d TOE NAILS AT RIDGE BOARD END, THRU 7/1h" O.S.B. SHEATHING �t� SLOTTED WASHER J TO PRE-ENGINEERED TRUSS 2X�o'S a 2411 WITH 1" FENDER a+ F_ Cq E_4 cq a PROVIDE 2x4 BLOCKING w/ (2) 16d NAILS EA. END TO BELOW WITH 1/4"x4-1/2" SIMPSON O.G. MAX. WASHER Z W cq O TOP CHORDS OF TRU55ES BELOW WHEN RAFTER DOES 5D5 SCREWS 2X�o PLATE TO W U NOT LINE UP ABOVE TRUSS BELOW TOP CHORD OF EA. TRUSS BELOW ATTACH 2X6 RAFTER TO (2) 2x DOUBLE TOP p F— 2X8 RIDGE BOARD PLATE, U.N.O. Ld FASTEN CONVENTIONAL 2X VALLEY WITH A35 ON ONE SIDE W RAFTER FRAMING (OR PRE-ENGINEERED OF RAFTER. ATTACH A35 Z VALLEY TRUSSES) t0 2X PLATE WITH ON ADJACENT RAFTER i/) 51MP50N H2.5 CONNECTORS (5-8d NAILS) t0 OPPOSITE SIDE (AS o NOTE- ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE AT EACH RAFTER TO PLATE CONNECTION SHOWN). c TRUSS PER PLANS BEFORE VALLEY FRAMING IS INSTALLED. WALL STUDS - 51ZE 4 SPACING PER PLAN --- GYPSUM BOARD 2 VALLEY TRUSS CONNECTION DETAIL NTS 3 FIELD FRAME VALLEY NTS MID-POINT � OVERFRA �E DETAIL BLOCKING BETWEEN SCUDS, 1/2" THREADED U.N.O. ROD a 4811 O.C. 4 EACH SIDE OF o OPENING (U.N.OJ o PT POST (AS NOTED) CENTER ROD WITHIN DOUBLE ~ STEMWALL 5TEMWALL OR MONOLITHIC STUD CLIP ALTERNATE: SP's TOP PLATE z U 0 n 1/2" TIHREADED ROD SET 5" IN 1/2"x10" CAST-IN-PLACE HEADED OR TOP A BOTTOM a EACH STUD 0 J x8" J-BOLI (-I" EMBEDMENT) WITH ANCHOR BOLTS PER --- OPTIONAL 1/2" HANGER BY SIMPSON SET EPDXY OR 1/2"Pt POST DETAIL I THIS PAGE THREADED SIMPSON TITEN HDCOUPLING (U.N.O.) OTHERS STEMWALL (AS NOTED) W W MONOLITHIC 3/8" THREADED ROD SET 4" IN �� �� 3/$"xro" EXTERIOR BEAM AS NOTED —NUT WITH 2"xl/8" W � 1/2 THREADED ROD SET 4 IN SIMP50N SET EPDXY OR WASHER 0 O SIMPSON SET EPDXY OR 1/2"x8" SIMPSON TITEN HD SIMP'S0N TITEN ND H6 CLIP FROM POST TO BEAM ABU POST NOTE: HOLE SHALL BE � � O MONOLITHIC BASE (AS I Z m 3/8"x6" 5IMP50N TITEN HD NOTED) CLEARED OF ALL DEBRIS LAP BEAM PLYS AND NAIL AS AND BRUSHED OUT PRIOR TD r 0 SILL PLATE SHOWN - (5) 0,131 x 3 1/4" NAILS INSTALLATION OF ADHESIVE V 0 z I — L°5/8" THREADED PER PLY ° 0* ROD w/ NUT SET 2x TREATED SYP � J Z TRUSS PER ° Hyo CLIP FROM POST TO BEAM ° o° IN ADHESIVE SILL PLATE O }- Q O BUILT UP PLAN ° 4 4 4 a 4 a1. TrrL I/ 1/2" THREADED Q~�/� STUD a 4 _ ° 4 EXTERIOR BEAM A5 NOTED III/ ° 4 a 4 a a ROD SET 4" IN CL�— V/ COLUMNS ° . d' ° 4 I I © d4' ° a ° EPDXY DESIGN DRAWN SIMPSON SET LEDGER ° ° I I a/ CFG/BAD TL PER PLAN © I I . TYPE 10 TYPE O2 TYPE O3 \ / �° r:�,��g �a CHECKED CC \ U /����rin�:> DWG.No. 2141332 JOB No. NOTES: (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT iN SILL PLATE REGARDLESS --� SCALE PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER ;_ AS NOTED FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4)1/411 x 3 ) 2-1/2" MASONRY NAILS (HAND OR POWER DRIVEN) 6 FLAN VIEW a TOP OF POST SIDE VIEW O SASE OF POST �� S 5 SCREWS 2 ,a� DATE 07/02/14 1/2 (8 TOTAL) SIMPSON D 1(o" O.C. MAY BE USED I.L.O. J-BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT - TYPICAL INTERIOR SD4 GIRDER Efi'. TRUSS TO 5 ANCHOR 5OLT OPTIONS NTS a TYP. CONNECTIONS � EXT. POST ��z,,st,_m�� 7 =-5E4RINCWALL LEDGER ATTACHMENT DETAIL u� � SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1i¢" OUTSIDE (2) 2x4's EDGE DISTANCE 1" EDGE j2" EDGE -1 2/V2" EDGE PER DETAIL p IOdX3" l � p w p COMMON p p z�C w w W iu INSIDE Z 2" Z` N 2x's PER DETAIL2,V2 11 V 1mdX3"lo( COMMO cp 1 DdX3 �\T COMMON z z Z OFF. SIDE U U U Z I I Q ) I Q 10dX3" ct) I OFF. SIDE CL co lK- COMMON LJ � OPP. SIDE q DISTANCE PER DETAIL (2)2X4's (2)2><&'e (2)2X8'e INSIDE FL r NAIL5 NAILED AT S" O/C 5TAGGERED. OUTSIDE (2) 2x COLUI-IN OU751DE NAIL5 NAILED AT 8" o/C 2X's � 2>C 5UILT-Ul= STUD (3) ®r (4) 2x GC?LU1„IN COLUMN DETAILS 1_011 2X4 ATTACHED TO EA. GABLE 2X4 BRACE WITH (2) 10d NAILS (UA23 FROM STRONGBACK TO DIAGONAL 2X4 BLOCKS, (2)16d NAILS a EA. END. • • BLOCK ADJACENT BAYS a EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ Sd NAILS a (o O.C. II 2X& IOd COMMON NAILS a 8" O.G. (5) 16d NAILS REFER TO PLANS FOR BRACE TO JI -O" MA EXACT SIZE OF O.H. BLOCKING CONT. 2X4 2X415 a 24" C. 2x4 DIAGONAL BRACE a 48" O.C. TO 3RD BAY REQ'D w/ 5TRONG5ACK, \ SEE CHART (5) Irod NAILS \ \ GABLE BRACING C+) BRACE TO \ /5EE CHART BLOCKING IN PROVIDE 2x4 BRACE TO EA. ADJ, DIAGONAL FASTEN TO DIAGONAL w/(2) I(od 5TRONG5ACK IF NAILS, REQUIRED, SEE GABLE BRACING a 48" O.C. NOT CHART REQUIRED &' FROM EAVES. AF GABLE END SHEATHING PER PLAN. SEE GABLE CONNECTION DETAIL FOR REQ'1D CONNECTIONS GABLE BRACING CHART H GABLE BRACING + UP TO 4'-89' NO BRACE REQUIRED 4,_8" < H 4 7,_0„ (1) 2X4 BRACE 7'-0" < H �=' 9'-4" (2) 2X4 BRACE_ (SEE SECTION A -A) 9'-4" < Ht'=o 14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H:!!� 18'-8" STRONGBACK W/ (2) 2X4 BRACE j2X4 BRACE IF REQUIRED SEE CHART. iOd COMMON NAILS a 6" O.G. GABLE VERTICAL �2ND 2X4 BRACE IF REQUIRED, SEE CHART A -A GA5LE VERTICAL 5RACING NOTE- ALL OT€ALL GABLE BRACING IS TO BE SYF*2 OR BETTER -s C ABLE 5RACING DETAIL 3/4"=1'-�" A > Lj �{,�� N oo® o®® .�y s> C:) W_ IWL ROOF SHEATHING, FASTEN PER PLAN®s j "�ifee �� a,�s' .3 PRE -ENG NG TRUSSES 24" MAX. Z O � A woE� Q 04 O CONNECTION �; 42 PER PLAN W Z O� A r CO � a�a�ac cnz ' cry Q L) w Ld x , VI 0. -0... q< W NCp;Cq W c U� Ld W 2X12 BOX HDR. W/2X8'5 TOP 4 BOT., _ FASTEN 111/106X3" NAILS a (o" O.C. 2X8 TO V) 2X12, PT 2X12 AT WALLTO BE FASTENED o TO PRECAST W/(2)ROWS STAGGERED OF a Y4 x4 TAPCONS a leo" O.C. MAX. S.G.D. PER PLAN, I r -I INSTALL PER MAN. I SPECS. I z one o O _J SEE FOUNDATION PLAN w FOR EXACT FTG. SIZES 4 LOCATIONS — W W 0W0' ^O � 2: 0 SLAB OR PAVERS � U 0 0 Z PER PLAN W _1 7 o >-a0 < F_ A « • a° °d. 4° a -- �.AA -- — — — — a . _ — — — DESIGN DRAWN —I -- ; . n—� I—� I-� I—�—T I—�—� I---- �� CFG/BAD - --- TIL --- CHECKED CC /1"I" kj u DWG.No 2141332. JOB No. _ — ! scALE AS NOTED DATE 07/02/14 1 2 n r; 2 POCGKET SLIDER FRAMING DETAIL NTS 19 SHT