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432 Treasure Ln 15-2762 (a)THORNBROOKE 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 S,aF SGIA, 5HINGLE ROOF, ELECTRIC HEAT, 150 200 AMP 5ERVICE/FANEL BOX; 6-a DOOF6 TI fKOU' 6-IOU"I, 42" UPPER CA5INET5, PAVER DRIVE AND l F-1 WALK, FIAVER ENTRY, AND ACRYLIC AT LANAL ' GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.BCR. - 5TH EDITION (2014) LOT 19 THORNBROOKE 50 NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN61ON511 OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, r)APHFNF TTT 6nn F1 FV R 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 HABITABLE 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 IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. GARAGE LEFT EXTERIOR FIN15NE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER RB.C.R. - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F,B.C.R. - 5TH EDITION (2014) 8103,6.2 AND ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-0b (1.11.4.1 THR11,11.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5,F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55• • JOB NUMBER 25002.263 • CAD FILE NAME LOT 19 X m r. 08-10-15 REVISED C U TO 0 J N M Inc N m , r L-jM Lm co 0 C co r o � 5x0 '015 E F��W Qf m w Cl. CO 4 � � ,t Z _ 0 • JOB NUMBER 25002.263 • CAD FILE NAME LOT 19 ISSUED 08-10-15 REVISED 08-17-15 I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW el MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, .FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE REDRAW NOTES DRAWING INDEX WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE OS -10-15 CREATED LOT 5PECIFIC PLAN FOR LOT 19 IN THORNBROOKE 50's, ELEVATION "B" GARAGE LEFT UJ/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, GOURMET KITCHEN, 9 FT. POCKET 5LIDER AT FAMILY ROOM, DOUBLE FRENCH DOOR AT DEN, VENT HOOD OUTSIDE, FLOOR OUTLET AT FAMILY ROOM, (5) PENDANTS PRE -LOIRE, (2) FLOOD LIGHTS PRE -WIRE, (a) RECE55ED CANS, OUTLET IN NON WET AREA, EXTERIOR OUTLET FOR FUTURE LANDSCAPING LIGHTING, (10) CEILING FAN PRE -WIRE, (2) PHONE OUTLETS AND (4) T.Y. OUTLETS. ruiv rccv1.`j1v1vZ0 EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING 54ALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: 1. 1 A H IN AC 0 AN ITH TH MANUFAGTU S W ITT N INSTA ATION INST UGTIONS: W ITT N INSTA TION — W NpOWS SHALL BE INSTALLED ANp FL 5 ED .GRD CE W E RER R E LL R R E .LLA COV GENERAL NOTES INDEX SPECIFICATIONS (��-17=I5 COMPLETED REVISION TO INCLUDE: ADDED A / / INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH UJINpoW, Tv OUTLET BEDROOM 2 3 AND 4 ADDED LE BEDR — DUJELLING /GARAGE OPENINGS: 1 .SLAB INTERFACE PLAN OUTLET AT LANAI (STANDARD OUTLETS 5HOWN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS, yICKNESS, SOLID CORE AT PORCH AND LANAI ALREADY) AND (5L.) 0 HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK OR 20 MINUT FIRREE RATED DOO $ EQUI�!GLtj�NG DEVICE.MAIN OS s REMOVED FRONT DOOR AT GLA55 INSERT. FLOOD ZONE REQUIREMENTS. •°W,o R PLAN DIMENSIONS 2A2 — MAI N FLOG PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. •;, -w2B1 UPPER FLOOR PLAN NOTES ASPHALT SHINGLES{IF APPLICABLE): � 1. WIND RESI5TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED N ACCORDANCE 2k 2.6 4" ° 1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZON R E5 2 B 2 — UPPER FLOOR PLAN DIMENSIONS FROM TIDO UNITS VERTICAL IN 12 UNITS HORIZONTAL 12:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HC�1��.��) ." 0 UNDERLAYMENT COMPLYING WITH ASTM D 226 TYPE I OR TYPE II A5TM D 4869 TYPE I OR TYPE II OR ASTM 1T 1 E WITA z 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 5EGTIDNR905.2.1. ®s`A°Ln CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) :' 3B1 - FRONT ELEVATION L WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT ENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3B2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION fiu8 AND SHOWER AREAS: I CEMENT, FIBER GEMENT, OR GLASS MAT GYPSUM BOARD l 0 GREEN OARp ALL0WED). 1N COMPLIANCE WITH ASTM C1288, CI325, OR G1178 AN D3BJ — FLASHING DETAILS 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.0 3B4 - F LAS H I N G DETAILS TERMITE PROTEDT ON: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING RV D - FIRE 1 AT E D EAV E DETAILS MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, 0 AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 4A MAIN FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL 4B UPPER, FLOOR MM _ I W IL„_OO R ELECTRICAL PLAN EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE'ANOTHER ROOF. MECHANICAL AND HVAC: �...� I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT To THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE651BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED 1N FRONT OF THE CONTROL SIDE To SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF 111117r RECORD COPY■■ A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR;OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN REVIFlnlPr.) FOR CODE COMPLIANCE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113:' CLANS EXAMIN R EXHAUST FANS AND VENTING: -,- '-Z I 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE DATE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE 04TDOOR5. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, GRAWL SANFORD BUILDING DIVISION SPACE, OR OTHER AREAS INSIDE THE BUILDING, I� 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL A PERMIT ISSUED SHALL BE CONSTRUED TO BEA 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 LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET (1524 mm) FOR EACH 90 DEGREE (l.b ,RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL. EXCEPTION - WHERE A CLOTHES DRITR 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT ORRECTION OF ERRORS IN PLANS, EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO DE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION REQUIRING A CO THE BUILDING COFFICIAL FROM THEREAFTER INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER IS CONSTRUCTION OR VIOLATIONS OF THIS CODE LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS 1N ACCORDANCE WITH AMCA STANDARD 550 IN FBG. COMPACTION TEST REQUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: *�••��•.....��• • Results to be Verified 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, at Slab InspectionDIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR'. TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN 00 NOTES, IDIMEN51ON5, OR ADHERENCE 0 APPLICABLE BUILDING CODES SHALL BE BROUGHT To THE ATTENTION OF THE DRAFTER'S OFFICE FOR 26 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED To THE c CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TD ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THE5EPLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD TITLE • COVER SHEET RESPONSIBLE. :��aWl'+)a)1O GENERAL NOTES REV. 01-01.2015 — #15-2?fit '' - JL DAVIS BEWS DESIGN GROVP 1W STATE STREET EAST OMMAAR, RLO&DA 39677 813.925.1300 TEL 813. 92S. 1800 FAX V VW.DAVISBEWS.COM TAMPA • DENVEP_ EST. 1994 2A2 — MAI N FLOG PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. •;, -w2B1 UPPER FLOOR PLAN NOTES ASPHALT SHINGLES{IF APPLICABLE): � 1. WIND RESI5TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED N ACCORDANCE 2k 2.6 4" ° 1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZON R E5 2 B 2 — UPPER FLOOR PLAN DIMENSIONS FROM TIDO UNITS VERTICAL IN 12 UNITS HORIZONTAL 12:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HC�1��.��) ." 0 UNDERLAYMENT COMPLYING WITH ASTM D 226 TYPE I OR TYPE II A5TM D 4869 TYPE I OR TYPE II OR ASTM 1T 1 E WITA z 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 5EGTIDNR905.2.1. ®s`A°Ln CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) :' 3B1 - FRONT ELEVATION L WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT ENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3B2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION fiu8 AND SHOWER AREAS: I CEMENT, FIBER GEMENT, OR GLASS MAT GYPSUM BOARD l 0 GREEN OARp ALL0WED). 1N COMPLIANCE WITH ASTM C1288, CI325, OR G1178 AN D3BJ — FLASHING DETAILS 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.0 3B4 - F LAS H I N G DETAILS TERMITE PROTEDT ON: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING RV D - FIRE 1 AT E D EAV E DETAILS MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, 0 AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 4A MAIN FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL 4B UPPER, FLOOR MM _ I W IL„_OO R ELECTRICAL PLAN EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE'ANOTHER ROOF. MECHANICAL AND HVAC: �...� I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT To THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE651BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED 1N FRONT OF THE CONTROL SIDE To SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF 111117r RECORD COPY■■ A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR;OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN REVIFlnlPr.) FOR CODE COMPLIANCE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113:' CLANS EXAMIN R EXHAUST FANS AND VENTING: -,- '-Z I 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE DATE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE 04TDOOR5. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, GRAWL SANFORD BUILDING DIVISION SPACE, OR OTHER AREAS INSIDE THE BUILDING, I� 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL A PERMIT ISSUED SHALL BE CONSTRUED TO BEA 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 LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET (1524 mm) FOR EACH 90 DEGREE (l.b ,RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL. EXCEPTION - WHERE A CLOTHES DRITR 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT ORRECTION OF ERRORS IN PLANS, EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO DE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION REQUIRING A CO THE BUILDING COFFICIAL FROM THEREAFTER INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER IS CONSTRUCTION OR VIOLATIONS OF THIS CODE LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS 1N ACCORDANCE WITH AMCA STANDARD 550 IN FBG. COMPACTION TEST REQUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: *�••��•.....��• • Results to be Verified 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, at Slab InspectionDIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR'. TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN 00 NOTES, IDIMEN51ON5, OR ADHERENCE 0 APPLICABLE BUILDING CODES SHALL BE BROUGHT To THE ATTENTION OF THE DRAFTER'S OFFICE FOR 26 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED To THE c CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TD ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THE5EPLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD TITLE • COVER SHEET RESPONSIBLE. :��aWl'+)a)1O GENERAL NOTES REV. 01-01.2015 — #15-2?fit '' PAVER DRIVE / LEADWALK �27fi2 SLAB INTERFACE PL.AN40 -0�� SCALE: 1/4" = I'-0" GARAGE LEFT X p w: DAVIS BEWS DESIGN GROUP r V rO 0 �A NNn O cli IIS N N r >JM Lm -0 0 J y i 300"� E8%ca0 �.= 0 � r �++N rp..fD 6. Zr�d EST. 1994 e. - PAVER DRIVE / LEADWALK �27fi2 SLAB INTERFACE PL.AN40 -0�� SCALE: 1/4" = I'-0" GARAGE LEFT DAVIS BEWS DESIGN GROUP 00 STATE STKEET EAST OUXMAR,RORMA 34677 813. 925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DEINIVEP- EST. 1994 e. - 8.. 8.. G.C. VERIFY ACRYLIC 8.. 8.. ON LANAI I cl�15' 0" 8.. V-2.. 3'-41' 8.. 11'-211, a� ELEVATION «� RECESS FOR POCKET SLIDER FLOOR OUTLET (VERIFY LOCATION) G.C. TO DETERMINE EXACT LOCATION OF FLOOR OUTLET PRIOR TO SLAB POUR PROVIDE CONDUIT IN SLAB FOR 16LAND ELECTRIC / olte M ..III//� III III �. REFERENCE E�l+) 0'-(d" PROVIDE WATER LINE FOR ICE MAKER IREF. � � � e L=== /> \ LINE OF TILE SEAT ABV. ELEVATIONJ4 I / - -Al oil SNOWER ..� r REGE55 _ 3'-6" "' 3' 1" I' 5" - 3'-2" 4' 6" 24'-4" — � IS" METAL GARDEN (\TUB G \� rOPT. � rOPT. � N. / 4�-7 DRYER I I WASHER STAND ABV. JL J — — —2x6 Q W.H. HEAD/ ELEVATION ELEVATION K, VALVE z O P'0'.411 (-) 0'-4" 50 GAL. W.N, a o `=' PAVERS 3 -0„ LINE OF 3" STEEL va PIPE FOR CONCRETE 5OLLARD ABV. (SEE 5TRUCT.) f I COL. ON eDTAPERED +11-2111,11-211 Y-4" N. CONC. 5A5E 2'-4" S'-0" 2'-4" 8.. 20' 8" 8" 18'-0' ELEVATION OL (+) 0'-0" ELEVATION 01-0111 AA 352 N.B. ELEVATION PAVER DRIVE / LEADWALK �27fi2 SLAB INTERFACE PL.AN40 -0�� SCALE: 1/4" = I'-0" GARAGE LEFT DAVIS BEWS DESIGN GROUP 00 STATE STKEET EAST OUXMAR,RORMA 34677 813. 925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DEINIVEP- EST. 1994 e. - PAVER DRIVE / LEADWALK �27fi2 SLAB INTERFACE PL.AN40 -0�� SCALE: 1/4" = I'-0" GARAGE LEFT G.C. VERIFY LANDSCAPE 3'-61164° 31-61164WALL BUFFER AROUND A/C A/C PAD NO.2 A/C PAD NO. I COMPRESSORS. (VERIFY (VERIFY LOCATION) LOCATION) TOM. T.O.M. T.OM. T.O.M. 9'-4" 9'-4" 91-47 9'-4" AFF AFF AFF q N.B. 3 - 26 5H. 2 - 26 5H. HD, AT V-0" HD, AT V-0" 2 STORY 9 -4 a BRKFST Q VOLUME CLG. IQ = 10'-10 x8'-9' 1 fl GPT_ TILE 9 -4 FLAT CLG. 0 CID MASTER SUITE FAMILY ROOM g COUNTERTOP' 15'-9"x18'-11" 34" H. 9'-4" FLAT CLG. 2 -STORY VOLUME KNEE o2 it WALL Lu NOTE: / / I 0 G.C. VERIFY CABINETS ALL INTERIOR / / O I o ABOVE EXHAUST HOOD TO ANGLED WALLS / / o ( EXTEND UP TO CEILING. ARCH FROM ARE AT 45° (UN.OJ i O 5e 8'-0" TO 8'-8"„ �'�� ca O 0 o I— a o VENT HOOD' — — a LINE OF SECOND FLOOR ABV. I \ / O TO EXTERIOR R/5 " 36" N coNtirluou5 000 KITCHEN r�rr�or 25002.263 TYPICAL MASONRY ... ISSUED F.F. �-----�BOTT.OFLINTEL --_ _---------�BOTT.OFLINTEL �— BOTT.OFLINTEL --- REFER TO SHEET I I AT 8'-0" AFF, Y/00) ` L. L 00 3�E AT 8'-0" AFF. I AT 84" A.F.F. 2011 2A2 FOR MAIN FLOOR PLAN W1 DIMENSIONS I GL, VERIFY ACRYLIC WINDOW CALL ON LANAI LANAI STO Y LANDING 50TT. OF LINTEL 40'-0"x10'-0" 26" AT V-0" AFF, 12 5H 9'-4" PLT. HT I Q W = TOM. 0 13 5H I z 33 5H p J i 9-06-0 TEMP. KT. SLIDER N.B. 3 - 26 5H. 2 - 26 5H. HD, AT V-0" HD, AT V-0" 2 STORY 9 -4 a BRKFST Q VOLUME CLG. IQ = 10'-10 x8'-9' 1 fl GPT_ TILE 9 -4 FLAT CLG. 0 CID MASTER SUITE FAMILY ROOM g COUNTERTOP' 15'-9"x18'-11" 34" H. 9'-4" FLAT CLG. 2 -STORY VOLUME KNEE o2 it WALL Lu NOTE: / / I 0 G.C. VERIFY CABINETS ALL INTERIOR / / O I o ABOVE EXHAUST HOOD TO ANGLED WALLS / / o ( EXTEND UP TO CEILING. ARCH FROM ARE AT 45° (UN.OJ i O 5e 8'-0" TO 8'-8"„ �'�� ca O 0 o I— a o VENT HOOD' — — a LINE OF SECOND FLOOR ABV. I \ / O TO EXTERIOR R/5 " 36" N coNtirluou5 000 KITCHEN r�rr�or 25002.263 TYPICAL MASONRY LOT 19 ISSUED WINDOW SCHEDULE • K WINDOW WIDTHS Y/00) ` L. L 00 3�E LO U ro J C4 - cm >�JM 6 iL o170 0mCo CFL =;Cj L' "m44 o Zv 2011 2i" 37" 53" WINDOW CALL -OUTS 2 STO Y LANDING 26" 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 0 13 5H 1/2 33 5H 23 5H 33 5H p J 51" 14 5H 1/2 34 5H 24 514 34 5H z 63" o 15 514 1/2 35 5H 25 514 35 5H z i2" 3 F165H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, Ln WINDOW 5IZE5 AND INSTALLATION MAY VARY PER F-- MANUFACTURER AND 5PECIFICATION5. O z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) N.B. 3 - 26 5H. 2 - 26 5H. HD, AT V-0" HD, AT V-0" 2 STORY 9 -4 a BRKFST Q VOLUME CLG. IQ = 10'-10 x8'-9' 1 fl GPT_ TILE 9 -4 FLAT CLG. 0 CID MASTER SUITE FAMILY ROOM g COUNTERTOP' 15'-9"x18'-11" 34" H. 9'-4" FLAT CLG. 2 -STORY VOLUME KNEE o2 it WALL Lu NOTE: / / I 0 G.C. VERIFY CABINETS ALL INTERIOR / / O I o ABOVE EXHAUST HOOD TO ANGLED WALLS / / o ( EXTEND UP TO CEILING. ARCH FROM ARE AT 45° (UN.OJ i O 5e 8'-0" TO 8'-8"„ �'�� ca O 0 o I— a o VENT HOOD' — — a LINE OF SECOND FLOOR ABV. I \ / O TO EXTERIOR R/5 " 36" N coNtirluou5 000 KITCHEN r�rr�or 25002.263 CAD FILE NAME LOT 19 ISSUED 08-10-15 • K Y/00) ` L. L 00 3�E LO U ro J C4 - cm >�JM 6 iL o170 0mCo CFL =;Cj L' "m44 o Zv U JOB NUMBER 25002.263 CAD FILE NAME LOT 19 ISSUED 08-10-15 REVISED 08-17-15 U } 2 STO Y U cT- CLG. GRASPABLE I 9'-4" FLAT CLG. I o RAILING r 2-8x6-8 d- � 42" UPPER CLG. I I TURN OUT GPT. TILE 1 �, STAIR DATA: OVEN/ ' ®,�� c=E casINETS 1 _ 18 RISERS AT MICRO " LL . 0 CLG 1.31 EACH .. 0; a� 00 cm _ 10.00" TREADSLei CLG. �- _— _— — -� \ b � 9 ,, UN 2 0x6;8 (� I OPT. REF. I ✓� ®Oo� pu®, 4, �` 24"DEEP I O.H.Gl2) 16x6 8 . �> !� 2-8x6.8 — — — SLOPING u —�- CLG. TILE CPT. r FLAT HEADER >i AT V-0` 4 M. BATH 9 -4 PWDR. 9'-4" CLG. CLG. IS" N. � I — ._ _.._ — TILE SEAT 5 5N. PE "4 I �j ARCH FROM 2-8x6-8 I8 -0 TO a' -a" 34 H. W.C. LAV. � LOW WALL TEMP. GLS. ON ' A I I DINING UNDER a 42" LOW WALL alb 2C I I 11'-0"x10'-9" COUNTERTOP O H. a a' TILE I JCPL 9'-4" FLAT CLG. X TUB DECK CLG, ��0� I 91.411I I o UTIL. z � TILE INSULATE ABV. GARDEN 5HOWE I -OPT. 1 rOPT. 1 CLG. Lu 11- ci _ o o a nB HEAD/ DRYI(WASHER 2 - 26 5H. VALVE 15H. HD. AT 8'-0" IC? o -1 m x i HANSEN LINE OF SECOND FLOOR ABV. W.H. INSULATE HANGING 0" Box CROWN STANDARD PORCH / FLUSH FRAME IN FOYER FLAT HEADER A.H. / DRYER 18'-0"x8'-0" ' 18" N. METAL 50 GAL / VENT TO FURRING 9'-4" PLT. HT. AT 8'-4" AFF. ( ■� STAND W/ W.H. SOFFIT BOTT. PAVERS i LINE OF 3" STEEL AT 8'-0" AFF. 36" N.DECORATIVE I PIPE FOR CONCRETE ANGLED SOFFIT BOLLARD ABV. SEE DETAIL ON — — — — — _ — _RAILING (TVP.) 2'-0'x3'-0" 514T. 2C (CENTER SOFFIT FOR ON DRYER a A/C DUCT / VENT) BOTTOM AT FLAT HEADER FLAT HEADER TAPERED COLUMN ON AT 8.4 AFF, AT 8'-4" AFF, 3'-4" H. AFF. GONG. GARAGE I _ 20'-8"x21'-0" L. _ AA �t3 I/ 9'-4" PLT. HT. 54"x22" ATTIC ACCESS 352 REFER TO SHEET r�2 om�C— 2A2 FOR MAIN FLOOR R -------------- — PLAN W/DIMENSIONS LINE OF GARAGE DOOR IN OPEN P051TION I y 1 5 2 762 HATCHING LEGEND INSULATE WALL 2600 U } 2 STO Y LANDING LU E 1.31 EACH .. 0; a� 00 cm _ 10.00" TREADSLei CLG. �- _— _— — -� \ b � 9 ,, UN 2 0x6;8 (� I OPT. REF. I ✓� ®Oo� pu®, 4, �` 24"DEEP I O.H.Gl2) 16x6 8 . �> !� 2-8x6.8 — — — SLOPING u —�- CLG. TILE CPT. r FLAT HEADER >i AT V-0` 4 M. BATH 9 -4 PWDR. 9'-4" CLG. CLG. IS" N. � I — ._ _.._ — TILE SEAT 5 5N. PE "4 I �j ARCH FROM 2-8x6-8 I8 -0 TO a' -a" 34 H. W.C. LAV. � LOW WALL TEMP. GLS. ON ' A I I DINING UNDER a 42" LOW WALL alb 2C I I 11'-0"x10'-9" COUNTERTOP O H. a a' TILE I JCPL 9'-4" FLAT CLG. X TUB DECK CLG, ��0� I 91.411I I o UTIL. z � TILE INSULATE ABV. GARDEN 5HOWE I -OPT. 1 rOPT. 1 CLG. Lu 11- ci _ o o a nB HEAD/ DRYI(WASHER 2 - 26 5H. VALVE 15H. HD. AT 8'-0" IC? o -1 m x i HANSEN LINE OF SECOND FLOOR ABV. W.H. INSULATE HANGING 0" Box CROWN STANDARD PORCH / FLUSH FRAME IN FOYER FLAT HEADER A.H. / DRYER 18'-0"x8'-0" ' 18" N. METAL 50 GAL / VENT TO FURRING 9'-4" PLT. HT. AT 8'-4" AFF. ( ■� STAND W/ W.H. SOFFIT BOTT. PAVERS i LINE OF 3" STEEL AT 8'-0" AFF. 36" N.DECORATIVE I PIPE FOR CONCRETE ANGLED SOFFIT BOLLARD ABV. SEE DETAIL ON — — — — — _ — _RAILING (TVP.) 2'-0'x3'-0" 514T. 2C (CENTER SOFFIT FOR ON DRYER a A/C DUCT / VENT) BOTTOM AT FLAT HEADER FLAT HEADER TAPERED COLUMN ON AT 8.4 AFF, AT 8'-4" AFF, 3'-4" H. AFF. GONG. GARAGE I _ 20'-8"x21'-0" L. _ AA �t3 I/ 9'-4" PLT. HT. 54"x22" ATTIC ACCESS 352 REFER TO SHEET r�2 om�C— 2A2 FOR MAIN FLOOR R -------------- — PLAN W/DIMENSIONS LINE OF GARAGE DOOR IN OPEN P051TION I y 1 5 2 762 HATCHING LEGEND INSULATE WALL 2600 LANAI I II 12 15141 I II II I II 933 2I 6-2 ' JOB NUMBER 25002.263 ' CAD FILE NAME I x W 08-10-15 REVISED 08-17-15 U �O 0 J W 2N�M Y/ 0 o r 1JN OM�M o O m� �JUr' o�CO _ 1 U r v 6) .c �}1N a+ o O'ry �~ Z20 ' JOB NUMBER 25002.263 ' CAD FILE NAME LOT 19 ISSUED 08-10-15 REVISED 08-17-15 n, 150 STATE STRXXr EAST DSI0LiAk ROMA 396W 0 81TEL '7 813.925.1800 FAX v OWWW.DAVISBEWS.COM - DEIVVM KITCHEN 00 0 TAMPA CD Lo toy� • ® '_.. as Lr— __ - I 'off®I� mm •`mmm `z ►rrro�ee `` REFER TO SHEET Vuic��f` 2AI FOR MAIN FLOOR 3' 0° 16'-0" M.O. 3' 0" PLAN V NorEs 221-011 161-0 1 l � <•CF3f 1� I ��11 � \ �>rt7' X15-2762 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT 3050 5H. 3 - 2038 F.G. 3050 5H, HD, AT 1'-2" Hp. AT IS' -2" HD. AT 1'-1 * EGRESS ABV. MAIN F.F. * EGRESS 2x6 2x 2x 2x6 TYPICAL WOOD FRAME • 'I FRAME FRAME FRAME FRAME WINDOW SCHEDULE REVISED WALL WALL WALL WALL I I I WINDOW WIDTHS 0 2011 2411 36" 48° H WINDOW CALL -OUTS 2 Cq 9 d .:,, 2011 D cl, 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W orocoo iL P, p = 2411 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. z° J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H '—' z 6011 1850 5H 2050 5H 3050 5H 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H G.G. VERIFY ROUGH OPENING5 FOR ALL UJINDOW5, cn w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ MANUFACTURER AND 5PECIFIGATION5. O z REFER TO FLOOR FILAN5 FOR STYLE OF WINDOW U5E1) (51NGLE HUNG -5H, GA5EMENT- G5MT, OR FIXED GLA55- F.G.) 3050 5H. 3 - 2038 F.G. 3050 5H, HD, AT 1'-2" Hp. AT IS' -2" HD. AT 1'-1 * EGRESS ABV. MAIN F.F. * EGRESS 2x6 2x 2x 2x6 CAD FILE NAME • 'I FRAME FRAME FRAME FRAME 08-10-15 REVISED WALL WALL WALL WALL I I I U �LO0 3050 5H. 3 - 2038 F.G. 3050 5H, HD, AT 1'-2" Hp. AT IS' -2" HD. AT 1'-1 * EGRESS ABV. MAIN F.F. * EGRESS JOB NUMBER' 25002.263 CAD FILE NAME • 'I x 08-10-15 REVISED 08-17-15 U �LO0 0 J hdo T 2R� or Cq 9 d .:,, D cl, 0 0 roc ~ 2J,� orocoo iL P, p z° JOB NUMBER' 25002.263 CAD FILE NAME LOT 19 ISSUED 08-10-15 REVISED 08-17-15 w - 150 STATE STREET EAST — — — — — — — — OLDWAR, FLORIDA 3*77 R/5R/5 813.925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TUB/ AH 2-8xh-8 42" H. �� :t H. 5HOWERLOW WALL 5HOWER 1 — TILE I GPT. 9' m" BATH 3 ��•, -�---ARCH FROM CLCD. 2-6x6.8 u, BATLn H 2 5 5H. I I 1' 8" to 8' 4" 42° H. CLG. LOW WALL GPT. TILE ccs YJ w I ARGHFROM.. M.C. i�� «® � TILE CPT. 9'-0° M goo* w I a I 1'-8" to V-4" LAV. e. 2-6x6-8 CLG. I W.G. Oi ®A�®�®t�%a`''` ' Q w5 > 2.4x6-8 PKT. LANDING — — — — — — —, IL OL ii 4211H' 5-0x&-5 - LOW WALL `z 51-PA5S o lu DEN LOFT 11'-11 "x13'-2" 15 -9 x12 -3 9'-0" FLAT CLG o 9'-0" FLAT CLG. BEDROOM 10'-8"x12'_6" 36" H. CONTINUOUS 9'-0" FLAT CLG GRA5PABLE T a RAILING 2x6 EXTERIOR �V) FRAME WALL (UN.O.) N IC 2050 5H. 2050 5H. HD. AT T-2" HD, AT 1'-2" 2 - 3050 5H. HD. AT 1'-2" GRE55 71 I 1 - UPPER FLOOR PLAN NOTES GARAGE LEFT #15-2762 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT x ro U LOtoo n VAIMN ON\'JM IIS N W r >_ 1 c co 00 ro� 0 W C Q LL L Q �... Z C m L Cl) 0-c Z L0 d #15-2762 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT TRU55E5 BEYOND INSULATION ATTIC ACCESS DETAIL SCALE:1/2" , I' -O° 1=l1V CD noru SCALE: 1/4" = I'-0" ii winn II STAIR SECTION SCALE: 1/4" , 1411 c TI TLE • PLAN DETAILS #15-276 G.C. VERIFY C x c� w SMOOTH FINISH W/ Lo C U too to POP-UP OUTLETS 0 w MNti L a- Lo M ��. 1=l1V CD noru SCALE: 1/4" = I'-0" ii winn II STAIR SECTION SCALE: 1/4" , 1411 c TI TLE • PLAN DETAILS #15-276 G.C. VERIFY C x c� w SMOOTH FINISH W/ Lo C U too to POP-UP OUTLETS 0 w MNti a- Lo M ��. L. 0 0roG ~ 0 4" DIA. 6.-1 ogc0 3�El Z=ro roam DRYER 6.W ro 40 zZ_2 1" CASING DUCT 1=l1V CD noru SCALE: 1/4" = I'-0" ii winn II STAIR SECTION SCALE: 1/4" , 1411 c TI TLE • PLAN DETAILS #15-276 G.C. VERIFY MOULDING SMOOTH FINISH W/ POP-UP OUTLETS SHIM A5 REQ'D. CEILING 4" DIA. DRYER 1" CASING DUCT 2x 5TUD5 (PER STD. PLAN) BASE CABINET 1/16" 0.5.8. DRYER VENT BACKING - 1=l1V CD noru SCALE: 1/4" = I'-0" ii winn II STAIR SECTION SCALE: 1/4" , 1411 c TI TLE • PLAN DETAILS #15-276 5 1/4" GROWN MOULDING SMOOTH FINISH W/ SEMI GL055 PAINT 31/4" BASE 5D, (0443) 1=l1V CD noru SCALE: 1/4" = I'-0" ii winn II STAIR SECTION SCALE: 1/4" , 1411 c TI TLE • PLAN DETAILS #15-276 GLEAR 01 -DEWING H- E16H 5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 51HALL NOT PERMIT OPENING5 THAT ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 11/2" THICK SAND FINISH FINISH (SEE DETAIU KEY5TONE 12 (TYP.) 4 TRIM ___._---- (IF APPLICABLE) G.C. VERIFY R ALUMINUM OVER SHINGLE RAISED - SAND FINISH 2x6 SUB -FASCIA ROOF TEXTURED BANDING PLL HT. (TYPICAL) PLT. HT. 1 _y 3/4" THICK 4" BANDING 4" BANDING (TYP,) ITYPJ 5TUCCo FIN15H/ 5TUCCO DECORATIVE 4 0" 4 -0 FIN15H FIXED 5HUTTER6 DECORATIVE (TYP.) ITYPJ (TYP,) e FIXED 5HUTTER5 12 12 m (TYP.) 6 SrUCGO FINI5H I'-1" TRIM — � • C x 0 150 STATB S7R.E6T EAST 8101 DRAAR, FLORIDOA 34677 TEL Lo J r0. BD. 0 J MMSW ON`',M - BD. AND „ I 5ECOND FF. LINE 2 -0 2 -0 BATTEN SHINGLE _ 5ECOND FF. LINE `. oN.JC4 �n�saEws com • Z ER. (TYP.) (TYP.) (rYPJ _ 6" BANDING (TYP.) ROOF Io 5HINGLE ROOF - ► TDM. 00 2` b® T. �.• `. •« � E oro Co LLz �CA CV m (Dcc� O z L d SAND FINISH FINISH (SEE DETAIU KEY5TONE 12 (TYP.) 4 TRIM ___._---- (IF APPLICABLE) G.C. VERIFY R ALUMINUM OVER SHINGLE RAISED - SAND FINISH 2x6 SUB -FASCIA ROOF TEXTURED BANDING PLL HT. (TYPICAL) PLT. HT. 1 _y 3/4" THICK 4" BANDING 4" BANDING (TYP,) ITYPJ 5TUCCo FIN15H/ 5TUCCO DECORATIVE 4 0" 4 -0 FIN15H FIXED 5HUTTER6 DECORATIVE (TYP.) ITYPJ (TYP,) e FIXED 5HUTTER5 12 12 m (TYP.) 6 TYP. CROSS-SECTION OF RAISED DECORATIVE Q • « BRACKET 113"W c" m TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - I'-0" (5EE DETAIL) 6.. Sal STUCCO ' ` ` , I y O q M 0 5MOOTH COACH 8 FIN15H _ LIGHT (TYP.)CICI �' � Ofd TEXTURED FIN15H TEXTURED FIN15H MAIN FF. LINE MAIN FF. LINE GRADE LINE TEMP, 3G" H, — — -- - - — - -- - _ SIDE LT. DECORATIVE GRADE LINE IVE O (A55UMED) - — - RAILING (A55UMED) ... --• -- � 'ti SCALE: I/2" : I'-0° �vu_c��n� 4," #1 5 _ 2 7 62 SrUCGO FINI5H I'-1" TRIM — � 150 STATB S7R.E6T EAST 8101 DRAAR, FLORIDOA 34677 TEL BD. .925.1800 FAX - BD. AND „ I 5ECOND FF. LINE 2 -0 2 -0 BATTEN SHINGLE _ 5ECOND FF. LINE �n�saEws com • Z ER. (TYP.) (TYP.) (rYPJ _ 6" BANDING (TYP.) ROOF Io 5HINGLE ROOF - ► TDM. b® T. �.• `. •« TYP. CROSS-SECTION OF RAISED DECORATIVE Q • « BRACKET 113"W c" m TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - I'-0" (5EE DETAIL) 6.. Sal STUCCO ' ` ` , I y O q M 0 5MOOTH COACH 8 FIN15H _ LIGHT (TYP.)CICI �' � Ofd TEXTURED FIN15H TEXTURED FIN15H MAIN FF. LINE MAIN FF. LINE GRADE LINE TEMP, 3G" H, — — -- - - — - -- - _ SIDE LT. DECORATIVE GRADE LINE IVE O (A55UMED) - — - RAILING (A55UMED) ... --• -- � 'ti SCALE: I/2" : I'-0° �vu_c��n� 4," #1 5 _ 2 7 62 ---------------T:-------------------L J------------ - 4:12 4:12 E-7771 S) 1�6 OFF -RIDGE �e VENT (TYP.) VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5,2 SQ, IN, PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 400 SQ. FT. / 300 =1.33 SQ. FT. X 144 = 192 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 96.00 SQ. IN. ACTUAL SOFFIT VENTILATION = 312 SQ. IN, "77 I F-TfCTT1ll iVIT-TA—T--I I _ I 1-1 K vl-Gry iv l TM r 1,-%r �m .T—f\ 12 12 6% Q6 UD VD ROOF SHINGLE UPPER ROOF PLT. HT: ROOF 6:12 6:12 RIDGE VENT REQUIREMENTS — - - - - HATCHING INDICATES FIRE ,.— �. VENTILATION CALCULATIONS ATTIC AREA -1465 SQ. FT, / 300 = 4.88 SQ. FI. � RATED EAVES (NO SOFFIT _. - SHINGLE �--STUCCA DAVIS BEWS VENTILATION AT THESE X 144 = 703 SQ. IN. � ROOF FINISH `;' DESIGN GROVP AREAS (TYP.) _ HALF AT UPPER 2/3 ROOF VENTS = 351.60 SQ. IN. 12 * ,- p 12 w � # UPPER 2/3 ROOF VENTS REQUIRED = 3 SECOND F.F. LINE 4� ° SECOND F,F. LINE 611 -`---SHINGLE 6 � _ 1150 STATE STREET EAST ROOF HALF AT LOW SOFFIT / EAVE VENTS 351.60 SQ. IN. `Q T.O.M. _ - T.O.M: S1oLDSMAR, FI.oRO]� 7FL ACTUAL SOFFIT VENTILATION = 743 SQ, IN. 813 925 , W FAX W W.DAVLSEEWBEWS.COM ,/ 2'-0n - TAMP •DENVER. `r TEXTURED = /TEXTURED L TYP. HATCHING INDICATES LINE a, ib TEXTURED 6, OF G 55 IN T U55 5 �� FINISH FINISH TEMP. FIN15H RETURN FOR HANGING AR E P\, ••.�.Q �'.� � AT SIDES 6_I2 �� • MAIN F.F. LINE MAIN F.F. LINE""""' % �°� ------------------------ - - - - - - - - - - - - _ _ Z %7-j T ; T C— A . a %, I ------ ------ ® R s GRADE LINE ®. ,ra a (ASSUMED) J -011 T I r� LEFT ELEVATION .•� �.� �e r, ------------------- —u- a SCALE: Vs 1 0 I 6 I I Lu m I q I L : LUO I AA Ir--------�- --- --------- - �I PLT. HT. _ F . ` PLT. HT: C Q 20'-0" CENTER OVER GARAGE DOOR ROOF PLAN STUCCO a� STUCCO M FINISH FINISH W GARAGE /PORCH ROOF SCALE: Il8" = I' -D" VENT REQUIREMENTS * 4� a4 VENTILATION CALCULATIONS SECOND FF. LINE SHINGLE SECOND FF. LINE ATTIC AREA = 609 SQ. FT. / 300 = 2.03 SQ. FT. cry T.O.M."—' ROOF TDM. X 144 = 292 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =146.16 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED = 2 - TEXTURED = TEXTURED E RED Q E RED HALF AT LOW SOFFIT / EAVE VENTS =146.16 SQ.. IN. ACTUAL SOFFIT VENTILATION = 275 SQ. IN. FINISH -00� FINISHI 1 11 11 1 1111 1 E I _ I 11/2" THICK SAND FINISH Izi KEYSTONE (IF APPLICABLE) RAISED -- SAND FINISH TEXTURED BANDING z Lu L �u o Fey 3/4" THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL R45ED TEXTURED FIN& BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF TNICKNE5515 TO 5E DIFFERENT IT WILL BE GALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REZIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C I063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENINGS NEI6NT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE HUGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F.B.C.R, 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE RE01REMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 2 0" hN10H TYP. /TEXTURED sr -TEXTURED —TEXTUREDr RETURN FIN15H FIN15H� FINISH c AT SIDES a i ,R1 L MAIN F.F_LINE _ - _ _ _ MAIN FF. LINE _ _ MAIN F.F. LINE GRADE LINE (ASSUMED) 5 - 2 s 2 RIGHT ELEVATION # 1 SCALE: 1/8" I'-0" B ELEVATION t t GARAGE LEFT • x 0 w to Uro 0 J mr .2N0 N d - 7 i. >=.1M AAw • 0 0 me ~ 11,�. 0 o r. 00 0 �N fir; 0 Z�� 11/2" THICK SAND FINISH Izi KEYSTONE (IF APPLICABLE) RAISED -- SAND FINISH TEXTURED BANDING z Lu L �u o Fey 3/4" THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL R45ED TEXTURED FIN& BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF TNICKNE5515 TO 5E DIFFERENT IT WILL BE GALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REZIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C I063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENINGS NEI6NT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE HUGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F.B.C.R, 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE RE01REMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 2 0" hN10H TYP. /TEXTURED sr -TEXTURED —TEXTUREDr RETURN FIN15H FIN15H� FINISH c AT SIDES a i ,R1 L MAIN F.F_LINE _ - _ _ _ MAIN FF. LINE _ _ MAIN F.F. LINE GRADE LINE (ASSUMED) 5 - 2 s 2 RIGHT ELEVATION # 1 SCALE: 1/8" I'-0" B ELEVATION t t GARAGE LEFT 50# FELT OVER METAL FLASHING SHINGLE ROOF PER CONTRACT _. _..,__...r Iv _. _.. I.__I _. IIII _ III .. _I 1 11 11 . / 1 I-r%hiT©Ar"r TVDIr`AI \/41 I CV CI ACI..JIAI(-% I'1CT411 TVDI("`41 Rfl(l[: T(1 IA Al I PI DCI--IIAI(= 1'1�TAll I TVDIr'AI R!'1(1C Tr1 U/DI I PI ACI--IIAIr I'IPTAIl N.T.S. THE BUILDING WITH A RESISTANT x ro DAVIS BEWS DESIGN GROUP N.T.S. PLAN VIEW Lo V r 0 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WQ WALL COV E RING o �� 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH '.. 00 04 FLASHING TO FORM WATER SHEDDING LAPS F,gTy FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING Lo aJM FR RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE WEATHER EXTERIOR WALL ENVELOPE THE L. L LL 0 C ca ti J n �. o�C0 U. ro �0 t �++N L. W Z L d N.T.S. THE BUILDING WITH A RESISTANT N.T.S. DAVIS BEWS DESIGN GROUP N.T.S. PLAN VIEW 150 STATE STREET EAST OLDSN4W MORMA 34677 813. 925.1300 TEL 813. 925.1800 FAX V ,VW.DAVlSBEWS.COM TAMPA * DENVER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WQ WALL COV E RING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS F,gTy FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING FR RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE WEATHER EXTERIOR WALL ENVELOPE THE T AB 25 YR SHINGLE ON 15# 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE - .T OVER ROOF SHEATHING ALLOW FOR FLASHING INSTALLATION EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL IEDU D ON NAILING RFss ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT !PREVENTS THE ACCUMULATION OF WATER =IE NGIN ROOF OVER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER T WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS =-ENGINEERED ROOF JSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING e REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE � qR RRICANE STRAP PER P(`T PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE DF FRAMING PLAN yJ� WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. °� BRG. HGT. ALUM. DRIP EDGE 4-2x6. FASCIA i VENTED ALUM, SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D _. 1x4 WINDOW TRIM ` DBL. HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. OPTION - A FLASHING - WOODEN SIDING _ SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. BARRIER ... r R703.2 WATER -RESISTIVE BARRIER - *. 06 o c* 5 P� ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 m SILL PLATE E FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL (SEE DETAIL B u FOR OPTIONS �� EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED �a OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF P� 4 CORNER PATCH WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE tI` ,t - REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 2 R703.8 FLASHING FLASHING APPROVED CO - R CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT 0 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING > ; FLASHING COMPONENTS. SELF -ADHERED MEMBRANES N USE A D LASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR S F A FENESTRATION PRODUCTS I SEALANT O UCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH W A EALA T NOTES. COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 100 CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE OR C ROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING. LOCATIONS: M D N 2. INSTALL FLASHING IN ORDER SHOW BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT H TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR DOOR OPENINGS sHA_LL BE INSTALLED IN ACCORDANCE WITH ONE OR R F O MORE O THE FOLLOWING OR OTHER APPROVED METHOD. N.T.S. 1.1 THE FENESTRATION ES RATION MANUFACTURER S INSTALLATION AND .FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S; IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN As WEATHER BARRIER & TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE , THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO WEATHER EXTERIOR INCORPORATE FLASHING OR RESISTIVE BARRIER FLASHING SHEATHING PROTECTION AT THE HEAD AND SIDES. i SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250 OR FMA/AAMA/WDMA 300. iH FLAS IN G 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS,, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS, FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: .....,,,..,,,� NOTES: 1. CUT FOLD UP &TEMPORARILY 5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6„ WIDE) CONSTRUCTION. - BARRIER ABOVE HEADER TO 2600 ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION qIl I PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 0J"RID BARRIER BACK OVER HEAD ire FLASHING AND SEAL WITH TAPE # 2762 TYPICAL WINDOW FLASHING DETAIL. FLASHING DETAILS N.T.S.. GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSN4W MORMA 34677 813. 925.1300 TEL 813. 925.1800 FAX V ,VW.DAVlSBEWS.COM TAMPA * DENVER i* DF FRAMING PLAN yJ� WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. °� BRG. HGT. ALUM. DRIP EDGE 4-2x6. FASCIA i VENTED ALUM, SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D _. 1x4 WINDOW TRIM ` DBL. HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. OPTION - A FLASHING - WOODEN SIDING _ SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. BARRIER ... r R703.2 WATER -RESISTIVE BARRIER - *. 06 o c* 5 P� ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 m SILL PLATE E FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL (SEE DETAIL B u FOR OPTIONS �� EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED �a OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF P� 4 CORNER PATCH WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE tI` ,t - REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 2 R703.8 FLASHING FLASHING APPROVED CO - R CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT 0 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING > ; FLASHING COMPONENTS. SELF -ADHERED MEMBRANES N USE A D LASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR S F A FENESTRATION PRODUCTS I SEALANT O UCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH W A EALA T NOTES. COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 100 CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE OR C ROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING. LOCATIONS: M D N 2. INSTALL FLASHING IN ORDER SHOW BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT H TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR DOOR OPENINGS sHA_LL BE INSTALLED IN ACCORDANCE WITH ONE OR R F O MORE O THE FOLLOWING OR OTHER APPROVED METHOD. N.T.S. 1.1 THE FENESTRATION ES RATION MANUFACTURER S INSTALLATION AND .FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S; IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN As WEATHER BARRIER & TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE , THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO WEATHER EXTERIOR INCORPORATE FLASHING OR RESISTIVE BARRIER FLASHING SHEATHING PROTECTION AT THE HEAD AND SIDES. i SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250 OR FMA/AAMA/WDMA 300. iH FLAS IN G 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS,, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS, FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: .....,,,..,,,� NOTES: 1. CUT FOLD UP &TEMPORARILY 5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6„ WIDE) CONSTRUCTION. - BARRIER ABOVE HEADER TO 2600 ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION qIl I PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 0J"RID BARRIER BACK OVER HEAD ire FLASHING AND SEAL WITH TAPE # 2762 TYPICAL WINDOW FLASHING DETAIL. FLASHING DETAILS N.T.S.. GARAGE LEFT EXTERIOR SHEATHING -- REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING ° i i i i NAILING FLANGE DO NOT FLASH OVER i BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING / �� ASPHALT SEALANT: ij'�. = ° EXTEND MIN. OF 6" OUTSIDE OF FLASHING - GALV. MTL. CRICKET AS L' FLASHING SPECIFIED r�/rr .- BY PLAN ROOF SHINGLES DIVERTER FLASHING DRIP EDGE — FASCIA — - ROOFING FELT FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH - -HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING CAULKING = z r: FIGURE Z: WALL FINISH WEATHER RESISTIVE BARRIER 1 WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) �,— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOOAR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING \I i SECTION -A (SEE -- DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 6" HIGH DIVERTER FLASHING — INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) — SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD Is WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1�� *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER TEXTURED PAINTED DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING =` r r PER PLAN PEC'S. GALV. 'L' FLASHING TYPICAL. -----ROOFING FELT ---[)RIP Fn( -,F FASCIA FIGURE 3: CORNER DETAIL R�OG6 0 ° R°pp °EGK q qs� OHO/�O s �S -cK R10& o GE LINE VALLEY BY CENTERING 36" WIDE 'QF O OpA se �N sE a pR\P E° CERTAINTEED WINTERGUARD �'9Tti�O y�Nc°�Nco�RSE 3Roco�R opRSE s� MECP� WATERPROOFING SHINGLE xN°c 1S�co`�`� UNDERLAYMENT OR EQUIVALENT' DIRECTLY TO DECK. RAKE METAL DRIP EDGE _ 5 EAVES EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL FLASHING DETAILS SCALE: NOT TO SCALE SAVE 7" PIECES I TO USE IN 5TH COURSE 2$. FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 36" 1„ 8" 8" 8" 8" 8" 1" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER EXTER WALL FINISH IN ACCORDANCE WITH ASPHALT BASED ROOF CRICKET: 6" X 18" H GALV. Utoo to SEALANT APPLIED MIN: 3:12 SLOPE (REQUIRED AT FLASHING CONT. BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRY ROOF 1.-: z MINIMUM OF 6" ABOVE - SHINGLES w VERTICAL RISE OF ' To 0 02 Jn 7/16" O.S.B. = a FLASHING AT KNEEWALL \ 6" X 18" H GALV. �- u_ SHEATHING FLASHINGCONT. - N SEALANT \ / NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS AT ALL VERTICAL WALL INTERSECTIONS SCREED 2" BELOW TOP OF WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ BLOCK 31/2" FLASHIN FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING =` r r PER PLAN PEC'S. GALV. 'L' FLASHING TYPICAL. -----ROOFING FELT ---[)RIP Fn( -,F FASCIA FIGURE 3: CORNER DETAIL R�OG6 0 ° R°pp °EGK q qs� OHO/�O s �S -cK R10& o GE LINE VALLEY BY CENTERING 36" WIDE 'QF O OpA se �N sE a pR\P E° CERTAINTEED WINTERGUARD �'9Tti�O y�Nc°�Nco�RSE 3Roco�R opRSE s� MECP� WATERPROOFING SHINGLE xN°c 1S�co`�`� UNDERLAYMENT OR EQUIVALENT' DIRECTLY TO DECK. RAKE METAL DRIP EDGE _ 5 EAVES EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL FLASHING DETAILS SCALE: NOT TO SCALE SAVE 7" PIECES I TO USE IN 5TH COURSE 2$. FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 36" 1„ 8" 8" 8" 8" 8" 1" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 08-10-15 Utoo to ASTMC926 FELT BACKED METAL LATHE IN 0 J N 0) FELT BACKED METAL LATHE ACCORDANCE WITH IN ACCORDANCE WITH ASTMC1063 ASTMC1063 BUILDING PAPER BUILDING PAPER ' To 0 02 Jn 7/16" O.S.B. 7/16" O.S.B. O o C O SHEATHING 1 lLr_p) 3�E SHEATHING t 7 0 0 L_ Bin Z� KEEP TOP EDGE OF WEEP ' METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2 ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND ® OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CEMENT PLASTER IN ° CAULKED ALL BUTT JOB NUMBER 25002.263 CAD FILE NAME x ro ISSUED 08-10-15 Utoo to 08-17-15 0 J N 0) �N 0M N m .= :. PJM co ' To 0 02 Jn O o C O 1 lLr_p) 3�E t 7 0 0 L_ Bin Z� JOB NUMBER 25002.263 CAD FILE NAME LOT 19 ISSUED 08-10-15 REVISED 08-17-15 ACCORDANCE WITH ®°p JOINTS NEED TO BE ®®®° ° CAULKED USING ASTMC926 OVER WOOD 9 ®_aFf�®� V111 YH IIIA /1AI 11 V CnD �� A. in 77,FOUNDATION WAL q e 0 a 1� a d1Cuc �6�2762 O'HAGIN'5 5ECONDARY VLNl` WIRE MESH O'HAGIN16 PRIMARY VENT SJCEFLA5HING) LOGALI-Y-APPROVEp UNDERLAYMENT LOW -PROFILE CLAY ROOF MILE O'H4GIN'5 PRIMARY VENT (9JBFL45HING) LOCALLY-AFFROVED FELL � 511C:K IUIRE ME511 �Ii200F DECK LccALLr AFFROVED SEALANT VL -NI (=,1-LAvHINLt/ MODEL "FLAT" STYLE VENTS FOR CLAY TILE ROOFS MEDIUM -PROFILE / CLAY ROOF 'TILE ✓ / U'FIAGIN'S SECGNDARY /ENT :(GONER) _w 11- C'HA6IN'5 PRIMARY VENT ,'DIRE ME51I (5U5FLA5NIN(S) O'HAGIN'5 PRIMARY VENT LOGALL.Y APPROVED SJPFLA6IIING) PEEL A 5TIGK WINp CLIP WIRE MESH F:CC'F DECK OLY AF'PRUVEU LCCA"LLY UNDERLAYMENT U HAGIN'5 SECONDARY APPROVED 5EALAINT VLN1' GUVERJ Kam�f�6m - O'HAGIN'S PRIMARY VLNT ( 'JEFL A'51k]ING) MODEL "M" STYLE VENTS FOR CLAY TILE ROOFS I IIGI I. FRCFI LE CLAY BOOP TILE O'HAGIN'6 6ECONDARY V�:.NT WIND L UP 0 I IAGN S PRIMARY r✓EN7 m `UIRk M eI- LGr A Y-AFNOV F:D PEEL 15TIGK U H✓ -°,GIN J PRIMARY NLNI (SUPFLASHING' /� LOCALLY -APPROVED 1 WIRD= MLSN RCC DECK UNDERLAYMENT LOGALLY - APPROVED 5EAL4NT O'HAGIN'S 5EGONDAR'Y VEN'( COVER) NO FIR MARY VENT SUBFLA51IING) MOF)EL 1'511 2111- YBI POR /-�Y HL R)00_ -J — i GOMF0,51TION i /5HINGCCS ✓r O'HAGIN 5 TAPERED, _CW-PROFI[_E /ENT (EXTFNDFI_ FI-ANGF ) ROOF DECK DIVERTERS LOCALLY-AFFROVED UNDEIRLAYMENT LOCALLY APFROvLD DIRE ME5H 5EALANT OHACIIN'S IAFERCT% LOW -PROFILE VENT E) (EXTENDED F_AN_k_ PAPERED --LOW-PROFILE VENT FOR COMPOSITIONN SHINGLE SLATE & SHAKE ROOFS WITH EXTENDED FLANGE LOW -PROFILE CONCRETE ROOF TILE O'HA(3IN'5 5ECONDARY VENT WIRE MF5N AGIN'S PRIMARY VENT SUE'"FLASHING) PATTEN WIND CLIP LOCALLY -APPROVED UNDERLAYMENT O'HA0:5 PRIMARY VENT lSUPFI_ASNINC,) LOCALLY -APPROVED PEEL 3 5TIGK WIRE ME5w1 ��ROOF DECK LOCALLY VrNI (JUCSrL.F17HIIV(.;4/ MODEL "FLAT" STYLE VENTS FOR CONCRETE TILE ROOFS MEDIUM -PROFILE /CLAY ROOF TILE J O'bIAGIN'S SECONDARY VENT W54TTWIRE ME51•I F OHGINA'S PRIMARY VENT SUEIFLASNING)N WIND CLIP LCCALLY-APPROVED UNDERLAYMENT O'HAGIN'S SECONDARY VENT l OUrJr L.NOh111VCi/ MODEL ""M" STYLE VENTS FOR CONCRETE TILE ROOFS (DRAWING SECTION Hi6ki-PROFILE CONCRETE ROOF TILE O'HAGIN'5 5ECONDARY VENT (COVER) PRE-MANUF, INTAKE YEN% A5 -WIRE ME5H TRL155 < rlWFE 5 H E -- O'HAGIN'5 PRIMARY VENT G.C. VERIFY — -_` (SUPFLA5HIN6) PATTEN WIND CLIP LOCALLY -APPROVED .- UNDERLAYMENT ELEV. REQ. - — O'NA(iIN'S SECONDARY VENT 2x6 SUB FASCIA /(COVER) O'HAGIN'S PRIMARY VENT (SJPFLASHING) LOCALLY -APPROVED PEEL d 5TIGK `WIRE ME5H ROOF PECK LOCALLY APPROVED 5EALANT --- 1 `01HA6IN15 PRIMARY 1 VENT(SUPFLA5HING) MODEL "S" STYLE VENTS FOR CONCRETE TILE ROOFS 01HA6IN'9 TAPERED, LOW-FROFILE VENT I5 rANDARp FLANGE) TAPERED,LOW-PROFILE VENT FOR COMPOSITION SHINGLE s SLATE & SHAKE ROOFS (DRAWING SECTION. O'HAGIN VENT DETAILS EN.S. NET FREE VENTILATION AREA VENTS FOR TILE ROOF5: A) MODEL: FLAT NFVA: 96.15 60. IN. (631,1 50. CM.) P) MODEL: I15" NFVA: 91.50 50. IN. (629.0 S0. GI°9.) C) MODEL: IIM" NFVA: 86.25 50. IN. (5565.1 50. CM.) VENTS FOR Si 5FIAKE OR COMPOSITION ROOFS: A) MODEL: TAPERED LOIIJ•PROFILE NFVA: -12.0 5Q, IN. (464.5 50. GM.) O'HAGINS NOTES O'HAGIN VENTS ARE MANUFACTURED J51NG: PRE-r'AINTED GALVANIZEp 26 GAUGE G90 GALVANIZED 26 GAUGE G90 ALUMINUM .03'2 COPPER 16 OZ STAINLESS-51`EEL INTERIOR MATRIX (WEATHERMA5TER , FIRE 6 IGE ONLY) FOR COORDINATING ROOF TILE MANUFACTURERS, INSTALLATION IN5TRUCT10i TECHNICAL PULLETIN5 S SPECIFIC INFORMATION REGARDING RAIN, %GW, HIGI-I-VELOCITY WIND OR WILDLAND URPAN INTERFACE (UUU APPLICATIONS, PLEASE CCNTACT O'HAGIN TOLL FREE AT 811%.524-0444 OR WWW.OHAGIN.COM M 1 1 ._,1 I TILE ROOFS-_ FLAT TILE COMPOSITION SHINGLE, SLATE & SHAKE ROOFS f�Yglq�l I+ ng,%'�! , a :"'.., S'ro Y f : . T r I s .I I r I dm I Ix ' , LOMANCO VIENT512 SEE \ PRE-MANUF, INTAKE YEN% A5 REOUIRED EL . TRL155 REQUIRED -- TRU56 G.C. VERIFY — -_` "X'1 F CHANNEL FASCIA PER 813 - 925 .1300 TEL .- EXTERIOR ELEV. REQ. - — (U HOUR RATED A55EMPLY GA FILE `RC2602 2x6 SUB FASCIA O.H. INSTALL (2) LAYER5 5/8" TYPE "XI' EXT. GYP. 5CREW5 AT 12" O.C. (SEE ELEV. 5D. (OR TOUGHROCK FIRE GUARD 5/8") A5 (TVP.) SHOWN, INSTALL 5A5E LAYER W/ 11/4" 'TYPE W J CHANNEL OR S DRYWALL SCREWS AT 24" O.C. - IN5TALL VINYL SOFFIT EXTERIOR FINISH FACE LAYER W/ 11/8" TYPE W OR 5 DRYWALL LAYER W/ 11/4" TYPE W OR 5 6CREW5 AT 12" O.C. DRYWALL 5GREW5 AT 2411 O.G. - UNDERSIDE I HR. FIRE ® RESISTANT FLAT SOFFIT DTL, OR 5 DRYWALL 5CREW5 AT 12" U.G. UNDERSIDE 2x6 SUB G.C. VERIFY — -_.. FASCIA FASCIA PER - ---- REOUIRED EL . ELEV. REQ.PRE-MANUF. G.C. VERIFY--_� FASCIA PER � -- TRU56 — (1) HOUR RATED ASSEI�115'LY GA FILE $RC2602 "X'1 _N*_ A NSTALL (2) LAYERS 51811 TYPE EXT. GYP. 813 - 925 .1300 TEL 5D. (OR TOUGHROCK FIRE GUARD 5/lb") A5 EXTERIOR — (U HOUR RATED A55EMBLY J CHANNEL FIN15H OR S DRYWALL 5CREW5 At 24" O.C. - INSTALL VINYL 50FFIT GA FILE 1 RG202 J CHANNELIN5TALL 5CREW5 AT 12" O.C. O.H. (2) LAYER5 5/81' TYPE "X'1 (TVP.) 5CA..LE. V2": 0' EXT. GYP. 5D. (OR TOUGMROCK FIRE (5EE ELEV., GUARD 5/8") A5 SHOWN, INSTALL BASE VINYL 50FFIT LAYER W/ 11/4" TYPE W OR 5 DRYWALL 5GREW5 AT 2411 O.G. - EXTERIOR FINISH INSTALL FACE LAYER W/ 1 1/811 TYPE W OR 5 DRYWALL 5CREW5 AT 12" U.G. UNDERSIDE I HR. FIRE RESISTANT GABLE SOFFIT ®TL. ROOF VENTILATION -- Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential 8806. The Minimum net free ventilatirl area shall be 1/150 or the area or the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upperventilators shall ventilatshall be located no m(measured than 3 feet (meas r' d vertically) below the ridge or highest point or the space, with the balance of the required ventilation provided by eave or cornice vents. LOMANCO VENT5 12 PRE-MANUF. INTAKE VENTS A55 C TR1,155 REOUIRED EL . G.C. VERIFY--_� FASCIA PER � CHANNEL ��_ ELEV. REQ. O.H. — (1) HOUR RATED ASSEI�115'LY GA FILE $RC2602 "X'1 2x6 62 FASCIA (SEE ELEV. NSTALL (2) LAYERS 51811 TYPE EXT. GYP. 813 - 925 .1300 TEL 5D. (OR TOUGHROCK FIRE GUARD 5/lb") A5 EXTERIOR 5HOWN, INSTALL E3A5E LAYER W/ 11/4" TYPE W J CHANNEL FIN15H OR S DRYWALL 5CREW5 At 24" O.C. - INSTALL VINYL 50FFIT FACE LAYER W/ 11/8" TYPE UJ OR 5 DRYWALL 5CREW5 AT 12" O.C. UNDERSIDE I HR. FIRE RESISTANT QED GABLE SOFFIT DTL. - 5CA..LE. V2": 0' As per the FPC 5th Edition (2014) Residential section 8302, measures shall be taken to protect any and all projections that are ?• 2 reel to e,: 5 feet. NET FREIE VENTILATION AREA SEL: DA -4 'A: 9 5Q. IN. / LINEAR FOOT. �«,,ay,�I' }1.fi�:' r.�.ctiI 7: au•n,� : ,M,r1:�7� �� NrySK;..I.a��.w., .vAT.:',�.,i,�", t :. : s,,: ., , 1',' a .rwN� ��wp� » ��a�s � rE, ,�Nb?. `� 4,nLY:.. Ma,,CIf.iI :& l.r ,V�.. I. � IX1 1k41Nkfia1,.r: �d"4 ,i v a • y,�, Y ,,..�. ,^ r4 pn�,ir1,w ".. JI„ .r^ �",uY i �G, �� , '�r;'MNj'p'�Ia `rc '�„ss'�' k»�`•.,..,. �'� Ir 'P"Iv h'. y4' y,. is ,�.v ::. �„„~rr�A:,.,°M�'...,�' k�ti'�jb' �.+2�' r � � I btt �°l�kf:l Q p • Yr, , m�p �n ti''�'I Pr, r u.'r:;' ^ ` 4 4 � Nq''�, j;�. r 1 R p I� F t " �a FhC". J q III: i, I rr a 1 t » n y r P F1 I k I r;`f EI � �ti ,IaN" �� ,,mNi4��itIN� j rc, d �yr'1'Y o " }s 4 ado 41 ,� wNr rcrr�FrrUrc�sr�I)L1� `RT r�� 41 R4� § `i� v ��rzG � ��7L`�� " b, ;�•' Vrt"4ayye J1��' H " �� I�vS�'°T,r'«��g��°�*,�*�'��',is # " �w-��Y# i,,.� h,« a� (L 11 �� •' R { . ✓Ilp rq{{ull b, LI%'I � ��. � f J "9,arc'&'• � $ C? q M N N � � • +ra' I 'n k M ^� w n.., 4•t. I �r I VC"{7.,q •.�,. p„,� J� r l ,�� 9 at I :. 4 q I , .",% � " .a. R .,A. J7o - ,, I h 11 P :3rd, xI i ��.•� v. .,3'r Wv i ,�. .did :J :Im rs I .: � , r. , :, ;':•.I �, I �gI <..r, ” � w LOMANCO INTAKE VENTS OPTION N.T.S. INR FIRE PROTECTION REQUIRED TO UNDERSIDE OF PROJECTION NO RE5TRICLION5 PROPERTY LINE JOB NUMBER 25141 � CAO FILE SOFFIT / EA VE ISSUED 07-10-15 REVISED 08-25-15 1,130 STATE STKEEEfT EAST x 0 �q 813 - 925 .1300 TEL I J 0 Q> 813 . 925 . 1800 FAX k WWW.L AVISBEWS.COt?e![ q4(�� .R Lim J In cu w J 0 4 Cq Le4Y"2 v� �r r�i Z r'° JOB NUMBER 25141 � CAO FILE SOFFIT / EA VE ISSUED 07-10-15 REVISED 08-25-15 1,130 STATE STKEEEfT EAST OLDSPM8. R- F1..f76&l17A.:34677 813 - 925 .1300 TEL 813 . 925 . 1800 FAX WWW.L AVISBEWS.COt?e![ .R Le4Y"2 r�i Vto LECT ICAL <� DUPLEX CONVENIENCE OUTLET j DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET I HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQ. RECE55ED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) D PU5HBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR GI TELEPHONE (OPTIONAL) v TELEV15ION (OPTIONAL) THERM05TAT ELECTRIC METER •• ELECTRIC PANEL � DISCONNECT SWITCH ® SPEAKER (OPTIONAL) \(� ROUGH -IN FOR OPT, CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PIANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION. ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE. AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1. 5: ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.G.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P,4.10A-05, N.E.C. 2011, F.5L.P, - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION 5MOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. (2) A/C 3'-06'4" x ro V.. 3'-6"x3'-6" 150 STATE STREET EAST OUXAA , FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER. DISCONN, U �0 A/C PAD N0.2 0 A/C PAP NO, N^ (VERIFY (VERIFY ONS UP. To 5WITC44 At sm LOCATION) I LOCATION)GRI, I I FLOOD LIGHT FAMILY ROOMFLOOD : LIGHT PRE -WIRE 00 PRE -WIRE I I i LANAI i ro SWITCH at PENDANT I \ * * * * (VERIFY MASTER SUITE G.C. VERIFY LOCATION) rL6CA CTODETERMINE EXACT POP-uP OUTLET5 iROUGH-IN TION OF FLOOR OUTLETFOR OPT. v " RIOR TO SLAG POUR G.C. VERIFY (3) BAR FAN/LIGHT PENDANT PRE -WIRE FAMILY ROOM G.C. VERIFY SWITCH — FOR DISPOSAL 15I (spI j ACxx.l.l \ BELOW 61K AT 32" G.F.I. 220 V. HOOD OUTLET \ _ RECEPTACLE FOR 414 (VERIFY) GARBAGE DISPOSAL SINGLE. OUTLET KITCHEN � o ,_YDIT . OD 10 EXTERIOR 11 ,0' ( I O� O 1O \ G.F.I. "--"" / 220 V. i i so cM AT 32" MICROWAVE I — UP TO FAN OUTLET ( — UP t0 LIGHT —I AND SWITCH G.C. VERIFY LOCATION — — — �, I I cli FOR CEILING FANS L-- I ---- ,- ( I +36" IL PRE -WIRE PWDR (SINGLE OUTLET) G.C. VERIFY ALL — — — — — SMOKE DETECTORS ;C, i — — — — TO BE HARD-WIREDHOR-' * * * * MAKE-UP I - - - PENDANT I I (VERIFY T LIGHTS HORIZ. (VERIFY F.I. MAKE-UP LOCATION) G.C. VERIFY EXTERIOR M. BATH GI I LOCATION) LIGHTS OUTLET FOR FUTURE — LANDSCAPING oUTIL. — ,Q' I I I I DINING LIGHTING p W.P. ;0� - I-_ T 1(- _ 220 V. i G.C. VERIFY OUTLET IN NON WET AREA Gpi AT 48" L - -J -�- — - -. i I PUSHBUTTON 50 GA,L o —� FOR GD, I W.P. W.N. AH. OPENER GF.I. DISC. I 4/0 ALU. CABLE MAIN D15CONNECT METER A/C T . COMBO - SQUARED DISC. 1 — — .- LIGHT AND .GARAGE tYP. 14 AND 12 COPPER TO �- — TIC SWITCH IN AT .REFER TO FLOOR INSIDE LIGHTS AND OUTLETS � — — - — — J PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED PANEL "10 COPPER TO 200 AMP. CLG. OUTLET WATER NEATER ELEC. ELEC. FO R GD OPENER 1 UNDERGROUND OS COPPER TO RANGE METER PANEL SERVICE BY r---------- ,-.___._ -----7 $4 COPPER TO 5/8" GROUND ROD GF.I. POWER COMPANY ALSO SERVICE TO 5E BONDED W.P. FOR AT 481 TO FOOTING STEEL T.UG. SERVICE IRRIG. I I I I I I I I I ELECTRICAL RISER DIAGRAM I I . NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROV15IONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 2:E600 . COACCOACH . H LIGHT�G 1�-2762 x ro V.. 150 STATE STREET EAST OUXAA , FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER. C U �0 0 ORW N^ ONS sm N r V ` ° co 00 � J•Oh oro C0 " m 0) =;cm r SCO zr� DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXAA , FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER. - EST. 1994 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 01 P. WEATHERPROOF DUPLEX OUTLET O Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH {� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE ` p.. C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN iQ EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR sD SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) r TELEVISION (OPTIONAL) 0 THERMOSTAT ELECTRIC METER Aw ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cC, ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH IN FOR DPT. CEILING FAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR A6 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.E 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRIP. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.1OA-05, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS L J (0, DO N T TO BE HARD -WIRED * * * * SWI CH CLQ PL �. / y II l LIGHT AND I i i SWITCH IN ATTIC -- 10,11 SD DEN LOFT BEDROOM 4 ROUGH -IN � FOR OPT. i ROUGH -IN <\ i ROUGH -IN ` �\` FAN < -LIGHT i117"\_> /. �`�� . r nun iei FOR OPT. � FOR OPT, JOB NUMBER 25002.263 CAD FILE NAME • x _w 08-10-15 REVISED 08-17-15 U *° 0 _j �W Nti �r N y >cy >JM 66 00 �L' .2 o or0a ILL 0)L �� N t p . (p E0 00 JOB NUMBER 25002.263 CAD FILE NAME LOT 19 ISSUED 08-10-15 REVISED 08-17-15 I I 2600 . r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSW& , FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENTVFR. EST. 1994 F`- I I 2600 . GENERAL NOTES WIND DESIGN LOAD INFORMATION FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. (PSF) 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A H VALUE DENOTES PRESSURE MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. - 22.9 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 20 OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE ;�zE 0 ¢ � oo (-) 22.0 PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF (+) 19.0 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 100(+) CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1,4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT (LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6" .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES, MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSUREPRESERVATIVE-TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: WALL CONSTRUCTION A)BALCON = 40 PSF FLOOMASONRY B) BALCONIES = 60 PSF/ 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING& BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN Is WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING &LINTEL STEEL IS ADEQUATE TOP &BOTTOM OF WALL; REBAR @ FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10, MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR o ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 3 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR ) DAYS AND NO ( WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA: SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS z E = 1,800,000 Win U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES E = 2,000,000 Wine U.N.O. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS, Ft =1500 Ft =1700 STRUCTURAL STEEL Fc 11= 30001. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fc II= 3000 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED_ PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. %s' UN0. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL (EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND H VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 ;�zE 0 ¢ � oo (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100(+) 18.0 (+) 18'.0 N - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" W N ¢ 0U (+)187- + . (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „l 5 5 �✓" a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 2. MEAN ROOF HEIGHT FORA TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS O 00 W 2 P "I• : Q Z rn Q U Z ' ❑c�� 0 J pc ¢W N Z!. c J w pCZao ¢ 00uo):8 F- ZZ= ;�zE 0 ¢ � oo 0 O�Qa N U J "� F- Z W N ¢ 0U Q O O v W Z_ W LU ---- a. 211 1 Fn 1 I 2 13'-0" 15' FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 40'-0" AC PAD AC PAD LAPPED MIN. 6" AND SEALED. Q ROUND TOP; TROWEL 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE Q 14'4" 11'-4 MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON SMOOTH COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER W MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT PRIME PIPE W/ RUST CODE EDITION. INHIBITIVE PRIMER �I AND FINISH PER 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM N BUILDER DIRECTION ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@ EA. END. �'� - LAP SPLICES SHALL BE NO LESS THAN 25 z ®® ®■ ®■ 6" SCH. 40 STEEL PIPE O ■ 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR FO FO I _ FILLED W/ 2500 psi RECESSING DOOR SILLS. (� p p o CONCRETE W 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. -a 0. r..!.., ,.. 2 2m LL 2 g. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W - SLAB PER PLAN SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE a °b° EXTEND FOOTING AS o ? _ - :. " � 1 2500 psi CONCRETE 0 V REQ'D UNDER fA FO b - �_ - BASE FOR THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR -4 FIN. FLR -� - - o EMBEDMENT ROVED METHOD. O Ll.l K ''. cn a USE ALTERNATE APP POCKET SLIDER AND D �T( l� : ', ,, . L z Q ADD (1) #5 BAR 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 40-0 2 STORY FTG y - - COMMUNITY & COUNTY CODES. - 13'-10" TREATED SUB -GRADE 03 PER SPECIFICATIONS 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL Q 1 -IL 1 u ITS SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 1 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION -- - -_._ ------ B7, __,.,_ fLL= " `• .,...,• INSTRUCTIONS. O I- LL - __ _.,__.._.._...__..___.___ �___m JJ1 JJJ Jf1 J1j 1 _ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. .,,,._... ■ -lii 11i--11� : -iii- 1Tf = W W — - -111- - - - - T1 i 2 0� I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED F I 'Tr- T]]J TTT DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO I -DETERMINE STEP LOCATIONS IF REQUIRED O I D }I� I 11 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z FLOOR OUTLET @OPT SGD BOLLARD DETAIL AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD ®/ w w (VERIFY LOCATION) FOOTING STEP DOWN AND CORNER INFORMATION" a� `��, a r� I S 1/2"=l -0 .m .., W � INTEGRATE COLUMN w/ 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOUR . �� W_ ci MAIN HOUSE I SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH z z ■ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ; U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER k J`"" cc'59 � J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS • 0 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE .e ®o "� .Q Q - FO I ... -- PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �� '°••w P omm i 4 J D 0'-0" FIN. FLR CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO °/ .1V %,k J J ' % ( FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. - VW SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS; 3 1/2" THICK CONC. SLAB W/ 6X6 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). W W/1.4 XW/1.4 W.W.F. OVER 6 MIL _..._,_..__ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS -� VAPOR BARRIER OVER �( o BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 COMPACTED FILL. PSF.O O C) o 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U � ( ) DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z O , gn Opp M Ic'0 , STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q -� i'�',il' �lwzl v 4'-0" 5'-11" 4'-$" _6"' 0'\, 9'-4.. °. ,_ H FOOTING SIZES PENDING DEPTH OF STEMWALL. cli U I' h ��3� o .} FO W o D - - t ■ FOOTING SCHEDULE IL GQ 1�N D 12 x12 x12 d w/ #5's 6 O.C. EA. WAY MIN 2 # 5 E.W. D- Z u FO M O N F -L ' Z, ' O l U D O 24 x24 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (4) # 5 E.W. O o YFOIIOo a 28"x28°x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 00 ■ 0o L_ I 2,5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. — O 6'-7" 1'-5 3'-2" - - ---- I 7 FO _.. 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. � Z D p < Z ■ ( TY P Sp11 O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. �4 (D Ln co U r, - LL , -W W J o 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z 0 w O w co E 1$'-0" 2 STORY FTG I Q U O o: _ 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. U .� Z 0 o O 2- STORY 0 c W z F0 N -4 �Idl FLR FO F1 SDI Lu J Q 0 0 a: 8 D M LD D J 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. 1=_ (n 0 P Wui o Z Q ¢�'ZO E r — r ~ O�LL �0 m 0 0 0 111 _ -_W__._-_- 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z Q N O W N W Q 7j) F0 z W Z O U -4 FIN. FLR Q —J D I 0 O 0 c -4" FIN. FLR U in OU LL 12'-6yL. 2" I a PAVERS o 0 uj U( Q w S2 a 2.6 2.6 - SYMBOLS LEGEND'c= 0 (V 0- - ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 I TO TIE BEAM (8'-0" O.C. MAX U.N.O.). O z_ ® I • INDICATES GROUT FILLED CELL WITH (2) VERT.. #5 CONT. FTG. Q m I TO TIE BEAM. 0 W 0 ..j N 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. UJ Lu MF02 F02 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. W „ SD1 SD1 ® #5 CONT. FT.G TO TIE BEAM. Z � LU ■ I z _ b - O Q LL IMF13 Q OA 0 SD1 ( w 2C1D0 z N — -- —� Foz -—) Q0= DO DO = IO H H D D 0 CL ol T-0" 16-0" T-0" 64" ,_2„ '-2" 8'-0" '-2" '-2.. tr 22'4" 18'-0" U) STRUCTURAL ENG: CFG Q DRAFTING: ol 40'-0" 01 H z-STRUCT: AML W--- - --- ------ — e�NLU/n QC CHECK: CC JOB No. TM - 2150966 = SCALE: AS INDICATED FOUNDATION PLAN : w, DATE: 0$_1$15 15-272 1/4"=l 1-0 S2 C? o 'T F08 D rn - I ■ ■ I MFO SDI 13'-0" 15' FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 40'-0" AC PAD AC PAD LAPPED MIN. 6" AND SEALED. Q ROUND TOP; TROWEL 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE Q 14'4" 11'-4 MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON SMOOTH COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER W MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT PRIME PIPE W/ RUST CODE EDITION. INHIBITIVE PRIMER �I AND FINISH PER 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM N BUILDER DIRECTION ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@ EA. END. �'� - LAP SPLICES SHALL BE NO LESS THAN 25 z ®® ®■ ®■ 6" SCH. 40 STEEL PIPE O ■ 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR FO FO I _ FILLED W/ 2500 psi RECESSING DOOR SILLS. (� p p o CONCRETE W 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. -a 0. r..!.., ,.. 2 2m LL 2 g. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W - SLAB PER PLAN SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE a °b° EXTEND FOOTING AS o ? _ - :. " � 1 2500 psi CONCRETE 0 V REQ'D UNDER fA FO b - �_ - BASE FOR THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR -4 FIN. FLR -� - - o EMBEDMENT ROVED METHOD. O Ll.l K ''. cn a USE ALTERNATE APP POCKET SLIDER AND D �T( l� : ', ,, . L z Q ADD (1) #5 BAR 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 40-0 2 STORY FTG y - - COMMUNITY & COUNTY CODES. - 13'-10" TREATED SUB -GRADE 03 PER SPECIFICATIONS 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL Q 1 -IL 1 u ITS SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 1 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION -- - -_._ ------ B7, __,.,_ fLL= " `• .,...,• INSTRUCTIONS. O I- LL - __ _.,__.._.._...__..___.___ �___m JJ1 JJJ Jf1 J1j 1 _ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. .,,,._... ■ -lii 11i--11� : -iii- 1Tf = W W — - -111- - - - - T1 i 2 0� I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED F I 'Tr- T]]J TTT DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO I -DETERMINE STEP LOCATIONS IF REQUIRED O I D }I� I 11 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z FLOOR OUTLET @OPT SGD BOLLARD DETAIL AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD ®/ w w (VERIFY LOCATION) FOOTING STEP DOWN AND CORNER INFORMATION" a� `��, a r� I S 1/2"=l -0 .m .., W � INTEGRATE COLUMN w/ 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOUR . �� W_ ci MAIN HOUSE I SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH z z ■ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ; U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER k J`"" cc'59 � J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS • 0 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE .e ®o "� .Q Q - FO I ... -- PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �� '°••w P omm i 4 J D 0'-0" FIN. FLR CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO °/ .1V %,k J J ' % ( FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. - VW SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS; 3 1/2" THICK CONC. SLAB W/ 6X6 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). W W/1.4 XW/1.4 W.W.F. OVER 6 MIL _..._,_..__ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS -� VAPOR BARRIER OVER �( o BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 COMPACTED FILL. PSF.O O C) o 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U � ( ) DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z O , gn Opp M Ic'0 , STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q -� i'�',il' �lwzl v 4'-0" 5'-11" 4'-$" _6"' 0'\, 9'-4.. °. ,_ H FOOTING SIZES PENDING DEPTH OF STEMWALL. cli U I' h ��3� o .} FO W o D - - t ■ FOOTING SCHEDULE IL GQ 1�N D 12 x12 x12 d w/ #5's 6 O.C. EA. WAY MIN 2 # 5 E.W. D- Z u FO M O N F -L ' Z, ' O l U D O 24 x24 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (4) # 5 E.W. O o YFOIIOo a 28"x28°x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 00 ■ 0o L_ I 2,5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. — O 6'-7" 1'-5 3'-2" - - ---- I 7 FO _.. 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. � Z D p < Z ■ ( TY P Sp11 O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. �4 (D Ln co U r, - LL , -W W J o 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z 0 w O w co E 1$'-0" 2 STORY FTG I Q U O o: _ 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. U .� Z 0 o O 2- STORY 0 c W z F0 N -4 �Idl FLR FO F1 SDI Lu J Q 0 0 a: 8 D M LD D J 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. 1=_ (n 0 P Wui o Z Q ¢�'ZO E r — r ~ O�LL �0 m 0 0 0 111 _ -_W__._-_- 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z Q N O W N W Q 7j) F0 z W Z O U -4 FIN. FLR Q —J D I 0 O 0 c -4" FIN. FLR U in OU LL 12'-6yL. 2" I a PAVERS o 0 uj U( Q w S2 a 2.6 2.6 - SYMBOLS LEGEND'c= 0 (V 0- - ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 I TO TIE BEAM (8'-0" O.C. MAX U.N.O.). O z_ ® I • INDICATES GROUT FILLED CELL WITH (2) VERT.. #5 CONT. FTG. Q m I TO TIE BEAM. 0 W 0 ..j N 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. UJ Lu MF02 F02 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. W „ SD1 SD1 ® #5 CONT. FT.G TO TIE BEAM. Z � LU ■ I z _ b - O Q LL IMF13 Q OA 0 SD1 ( w 2C1D0 z N — -- —� Foz -—) Q0= DO DO = IO H H D D 0 CL ol T-0" 16-0" T-0" 64" ,_2„ '-2" 8'-0" '-2" '-2.. tr 22'4" 18'-0" U) STRUCTURAL ENG: CFG Q DRAFTING: ol 40'-0" 01 H z-STRUCT: AML W--- - --- ------ — e�NLU/n QC CHECK: CC JOB No. TM - 2150966 = SCALE: AS INDICATED FOUNDATION PLAN : w, DATE: 0$_1$15 15-272 1/4"=l 1-0 S2 1'-4" L r - M v M O 1, T-0" 16'-0" T-0" DOWEL LAYOU T PLAN_ 1/4"=11-011 - Q 'Lu z_ W c/5 Lu -..r-- . U) v 0 (V a Z 0 im M 0 > Uri Z � -11 111 w t=- W � QW �"' p a A 'Cy ui Lu N LDw -i Z o V 0 ...��. O _ W Q F- CL 0. H U STRUCTURAL ENG: CFG Q DRAFTING: W STRUCT: AML QC CHECK: CC alF4'G a w TM -2150966 JOB Na. SCALE: AS INDICATED ~ DATE: 08-18-15 #15_,2752' S3 I I I II t i1!' ;BEARING WOOD WALL SCHEDULE TAG STD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM E O SPACING SPECIES (plf) G O BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 1211 SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. SPF 1/2" THREADED ROD @ 48" O.C. 1160p If rd. PT. 6" EMBEDMENT 12'" 6"EMBEDMENT ADJUST AS REQ'D TO MISS STUDS MIN. 6" EMBEDMENT 3 BW7(3) 16 SYP 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ"D TO MISS STUDS 1160If p MID -SPAN BW9 16 SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p l -rd. PT. 3 BW10 12" SYP 1 TOENAILS 3 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2 THREADED ROD @ 481'0.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 11/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf '-rd. PT. 3 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %Z" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF091SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4' GAP FROM TRUSS TOTOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE A O (2)2X4 SPF #2 BUILT UP STUD COLUMN BO (3)2X4 SPF #2 BUILT UP STUD COLUMN C O (4)2X4 SPF #2 BUILT UP STUD COLUMN DO 2 2X6 SPF #2 BUILT UP STUD COLUMN O E O (3)2X6 SPF #2 BUILT UP STUD COLUMN OF (2)2X8 SPF #2 BUILT UP STUD COLUMN G O (3)2X8 SPF #2 BUILT UP STUD COLUMN OH (3)2X4 SYP #2 BUILT UP STUD COLUMN J O (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN L O 4x4 SPF #2 POST M O 6x6 SPF #2 POST NO 8x8 SPF #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. Q O 3-1/2"x5-1/4" LVL COLUMN. O 3-1/2"x7" LVL COLUMN. S O 3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. V O 5-1/4"x7" LVL COLUMN. X O 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN OZ 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 4" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 6"EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 2i" 10d .148" x 3" 12d .148" x 34' 16d .162" x 31" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx1l' NAILS OR B2x8 1 WITH /2 FLITCH 1 � " " w/(6)10d NAILS & 14 x2 ( )4 4. H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 2 META16 OR 2 META20 O O 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 11" NAILS FRAME TO CMU 1 1 1 Op y 985 (1)ply 1985 Op y B2x10 (2)ply TRUSS (12) 16d x 11" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)a'x24' TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 aFRAME (2)ply TRUSS H10A-2 w/(18) 10d x 12"NAILS TO FRAME H10A-2 1070 H10A-2 1245 M HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)14"x24' TAPCONS 5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOORZ MTS 12 w/(14)10d x 11" NAILS FRAME TO FRAME 860 1000 TRUSS DESIGN. AT EXT LOCATIONS INCLUDE (3)12d TOENAILS TO POST: SIMP. HTS20 OR LSTA18 8l0MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL BE 5 EMBEDMENT D cl) Q W NAILS & (18),"x24' TAPCONS 9 HTT4 w/(18)16d x 21" NAILS & 5" EPDXY ANCHOR w/SIMP. 2 $„ FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7 EMBEDMENT 'w00 0 0,0 TO BEAM: SIMP. HUC410 w/(18)16d & 10 E HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, EPDXY MIN. 5" EMBEDMENT - NAILS & (1 8)4 x24 TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 E LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHORw/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7„EMBEDMENT _.._... _ ... __ ...... DRAFTING: 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND 19 HTT4 w/(18) 16d x 22" NAILS w/4" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 STRUCT AML SET EPDXY MIN. 7" EMBEDMENT DIMENSTIONS NOT SHOWN HERE. Ill __ ... 20 (3)HTS20 w/(24)10d x 1' NAILS FRAME TO FRAME 3735 4350 JOB No: TM - 2150966 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) _ SCALE:AS INDICATED DATE: 08-18-15 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND 8 16d NAILS TO O FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & EPDXY ANCHOR w/SIMP. SET �' FRAME TO CMU. 1290 1300 .EPDXY MIN. 7 EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/ JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. I 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS, 8. SEE DTL. WF09/SD3 FOR IST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LS TA18 QWo z W = TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 1 WITH /2 FLITCH 1 � " " w/(6)10d NAILS & 14 x2 ( )4 4. H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)a'x24' TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)14"x24' TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOORZ NAILS & (18)4"x24' TAPCONS Z ON MASONRY: SIMP. META16 O T 6 TRUSS DESIGN. TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & cn pa=. -r! (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR,HUC410 w/(10)10d cl) Q W NAILS & (18),"x24' TAPCONS NAILING SCHEDULE ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 O 'w00 0 0,0 TO BEAM: SIMP. HUC410 w/(18)16d & PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, z(D NAILS & (1 8)4 x24 TAPCONS ON MASONRY: SIMP. META16 U) 0 J Z TO POST: (2) SIMP. HTS20 OR LSTA18 HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. ON MASONRY: 2 SIMP. META16 B5.25x16 (3) 1.75 x16 LVL D * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE W w Q o TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 11.75"x20"LVL 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL U * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRIG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) QWo z W = 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) L. 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) (9 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: w 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND w Q ELEVATIONS FOR BEARING HEIGHTS. N 3. TRUSS SPACING SMALL BE 24 O.C. MAX. UNLESS OTHERWISE OTED. U) CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. 1N/ o SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) z O 12d TOENAILS. 0 z R AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 5. ALIGN TRUSSES A O 0 CONTINUOUS FROM 00 0 F M FLOOR T CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: O V A) ALL CEILING HUNG SOFFITS AND SOFFITS U WITH CABINETS AS SHOWN ON PLANS. C0 W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. Z Q 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS _ OF ALL HARDWARE BEFORE INSTALLATION. DO 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER SCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 0 - - - - -- 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. w THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY H Lu TRUSSES a 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING IS 0 (n 1 11111 1 i A ® 9 ABOVE THE GARAGE. Z �� w O ,* r,� 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN ,� a o • t� PROVIDED BY A TRUSS COMPANY 70 USE FOR THE DESIGN OF THIS PROJECT. .► � �� N OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO Lt, �� ` eYsa `t CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 0 w o DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW C* -J Q Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE wLow U PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS m Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR �. =� "w•p •�® �z 0 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF <✓��Aj +`` �_ CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS �srppl�' w LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE w , ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE CL 2 u ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O AREAS. THIS.LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 0 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Z Of N BUILDER NOTE: �, Cl w o IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z TRUSS MANUFACTURERS LAYOUT Q v o ----STOP---- � z E AND CALL THE ENGINEER OF RECORD PRIOR TO v, PLACEMENT OF ANY TRUSSES o zv� _ ? O � Q NAILING SCHEDULE: o Z am. ROOFS: a w ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) a FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8 H O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND U 12 O.0. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL j O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. 0 Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. Q � J � GABLE ENDS: u. o U Lu � J � o ALL SHEATHING TO BE MIN. 15/32 O.S.B. AND SHALL BE NAILED 1 RDW 3 O.C. 0 u; O @ z W 0ww AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 0 °� w z � " E 'z .o �.Q �u_ d1. EDGES AND 6" IN FIELD. BLOCKIING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q o o='6 U z Z p � °c`�aco Z N © w Z J 1 aF a n o EXTERIOR WALLS: -I z o a Lu � a 0 0 v ro O SEE WF10/SD4 FOR MORE INFO. _ : w 6j o H Z Z°rn-ZE V Z a�u z NAILS: w u 5 0 0= L BE 8d RING HANK AILS. - U o . ¢ a NAILS USED IN ROOF SHEATHING APPLICATIONS SHAL S N � co t ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w Q L w N a HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U uj�^ H LL N z V, Z 0 EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q -j O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL 0 F -- NOTES & CONNECTO"R`LEGEND S4.1 BE IN ACCORDANCE WITH ASTM A 153. U I- APA SHEATHING NOTE: QWo z W = 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - L. PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END w WITH (3) 10d TOENAILS. (f) O a (9 FLOOR FRAMING NOTES z Q m GENERAL NOTES CDW Z w 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. -- 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. w w _ - 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF ~ W �- LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOORZ Z TRUSS DESIGN. Z W 0 cn pa=. -r! cl) Q W NAILING SCHEDULE FLOOR SHEATHING TO BE 4"PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION O 'w00 0 0,0 1 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). w M to N NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, z(D M •• m HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO U) 0 J Z HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. w W D W}' 0- O NOTES: W w Q o 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL U MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE STRUCTURALENG CFG MANUFACTURER. _.._... _ ... __ ...... DRAFTING: 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND Q ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH z z STRUCT AML DIMENSTIONS NOT SHOWN HERE. Ill __ ... 0 QC CHECK: CC af JOB No: TM - 2150966 µ U)_ Y'i'4..� k V))_ #1 >r► _ 2 7 C 2 ~ _ SCALE:AS INDICATED DATE: 08-18-15 NOTES & CONNECTO"R`LEGEND S4.1 STANDARD 2ND `FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE, ui 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR wTO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR. , N SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS O SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 1= Z SHEATHING IS NOT CONTINUOUS) w O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Lu O U SO w/ STRAPS ON BOTH U)0 SD5 SIDES OF WALL WALL LEGEND Z m y� e- N co � It �trT v d d d V �t M N 4y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��--�� = 9'-4" T.O.M. INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL O himPLAN UW7 —.N.O. L. III J01 H2X6112X6 H2X6 H2 H2X6 J01 J02 J02 EXTERIOR FRAME WALL o SCHEDULE O ®r`t®a r rI r'tI r r,Pr' w {TAYLOR MOR N) �� dpi o, CLJO J03 04 o 4 D so 4 so D 4 WALLS WITH PLASTER OR STUCCO FINISHES 96«w � - SD5 R10 SD5 LL WALL HEIGHT- STUD & SPECIES SPACING «tl" `, Q z .«cjU 8'-0" 2x4 SPF #14216" O.C. MAXLD av _j Q R11 9'-0" 2x4 SPF #1/#2 16" O.0 MAX ®®°« + « �' `Q — -----91-4-1 2x4 SPF #1/#2 16 O.C. MAX ��i eaLL R12 �t'"R�q1� 10'-0" 2x4 SYP #2 12" O.C. MAX cn w R13 ZZ7 EXTERIOR FRAME WALL NOTES I..�._....._ _._.: _.:. Tm 2 " ......... ....._.__... , L... 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER END ZONE ARE TO O O R14 BE 2-PLY BUILT UP MEMBERS (SPECIES AND SPACING AS NOTED IN p !lTpt p �6J CHART ABOVE). SEE DETAIL WF08/SD4 FOR BUILT UP STUD NAILING Z cr ------------- ._ . _........__..,..__.._... _. _ ._ _ _ _ PATTERN.._ R15 f ....___.... _ 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING AND Q, ------- NAILING _..-.-. NAILING PATTERN. w o R16 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE F- Z NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF Q a o O R15 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN U - -_._....Ll _.... ...,... 50% OF THE SHEATHING IS OVERDRIVEN CONTACT EOR FOR LL Z REVIEW OF EXTERIOR STUDS r N R14 f 3. SEE DETAIL WS02/SD5 FOR FRAMING REQUIREMENTS FOR z v 09 U EXTERIOR 2x6 / 2x8 FRAME WALLS. O Z ti9 _._..__-------__ — :I 1. __::W ... . .........._ ___._.......: 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. R13 5. IF EXTERIOR FRAME WALL IS NOT SUPPORTING PLASTER OR O STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. M R12 III N i CL ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B L III = SO4 R11 _ SO H 4 D SD5 ..._..-_.____...._ SD5 D 3 R20 Q < 0 cn U n LL W R18 Z p .r� J03 0 - o p X11 aiS F— 8 \..J R18 U Z Z c) z J02 3 D SO J w R6 ~R^ o SD5 w Q =0u� m BW2 R18 w 0 Pr-wui o Z M U) .- z E J01 H2X6 H2X6 O < O a H2X6 R19 � I � 04 N J 0f — LL uJ C-4 a LJJ LL U e- N M v v v IT v v v 'At v Q Z O O O O O O O O O O O O O ir O' O OQ p F- D F- 0 GEO Q W D z W _ w f!) O 0 z co Q O ROOF FRAMING PLAN o W o Z W 1/4"= 1 1-011 w _- �� _ W � Z Q W ~ Z = O O a. � Q W o 000 w co ( m w I'- L j o W O v � U) STRUCTURAL ENG: CFG J---- - _ ... _ ..— _ g DRAFTING: H z STRUCT: AML -vv, — QC CHECK CC 4 ` w JOB No TM - 2150966 SCALE: AS INDICATED ~ DATE: 08-18-15 #�5-276 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 54.2 CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET' METAL & BEARING (MIN 3") LINTEL, #5 TO BE `. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 10" HOOK PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS J Q Z w Q W < d .. N O P' v 8F8-1 B/1 T ° . NO -SHEAR WALL AT OPENINGTYPI STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1 B / 8F32 -OB 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 z w Of w w 0 w N� LL z 0 HOOKED INTO PROHIBITED) NOT REQUIRED TO BE FILLED 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Lu SIDE VERTICALS STANDARD 90 DEGREE HOOK 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4. a . ° . e 4 a T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8.. BE o TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 3'-4" BEARING EA END ILL w/ 3000 psi CONC. w/ 1 #5 DIA. 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THANe W BLOCK F O 4 -0 860 1651/1349 5365/1999 7342/3123 10000/4249 4 Z ° REBAR INDICATED ON PLAN THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O w 4-6 710 1423/1105 4360/1631 6036/2549 8328/3470 1z O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. a w 5'-2" 570 1232/1232 3480/2680 8360/3586 8825/4592 00 Q 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD _ Lu J 752 / 699 .. H e „ 6 -4 526 / 434 1539 / 1539 1329 / 2267 T-4" 480/322 1334/1334 1964/1552 8'-4" 415 / 235 1152 / 1152 1694 / 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2 FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.c 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T REQUIREMENTS QUANTITY OF #5 REBAR �'' - @ ---� BOTTOM OF LINTEL CAVITY 8F16-1B/1T _ QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT d .. N O P' v 8F8-1 B/1 T ° . NO -SHEAR WALL AT OPENINGTYPI 'A •Ito ICy. D REATER THAW 32 NASA GREATER CAPACITY AND THEREFORE IS v7 8RF14-0B/1T M #3 ° d ° d' p n 4 II 4 SEE WF01/SD2 FOR d 8F16-0B/1T 91/2 a. 3 w '. v 8'-0" 354 726/699 1843/1625 ve 6205/2886 ADEQUAOTE FOR THE LOADS. 1151/21 30 ON EITHER SIDE U.N.O. LINTEL PER PLAN "f.' 81/16 i Z 30 G> O 8F20-1B/1T 181/2 36 a e #5 REBAR AT TOP MIN. (1) REQ'D Q 35 a 9 13/16 w U)9 _0 n -2 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 24896. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O (� Z W 0 w 4-6 710 1423/1105 4360/1631 6036/2549 8328/3470 1z O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. a w 5'-2" 570 1232/1232 3480/2680 8360/3586 8825/4592 00 Q 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD _ Lu J 752 / 699 .. H e „ 6 -4 526 / 434 1539 / 1539 1329 / 2267 T-4" 480/322 1334/1334 1964/1552 8'-4" 415 / 235 1152 / 1152 1694 / 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2 FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.c 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T REQUIREMENTS QUANTITY OF #5 REBAR �'' - @ ---� BOTTOM OF LINTEL CAVITY 8F16-1B/1T _ QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT d .. N O 8RF6-16/1T 0 8F8-1 B/1 T ° . NO -SHEAR WALL AT OPENINGTYPI w •Ito ICy. D REATER THAW 32 NASA GREATER CAPACITY AND THEREFORE IS v7 8RF14-0B/1T M #3 o 41/4 d ° d' Q p d e SEE WF01/SD2 FOR d 8F16-0B/1T 91/2 a. 3 w '. v 8'-0" 354 726/699 1843/1625 3486/2255 6205/2886 ADEQUAOTE FOR THE LOADS. 1151/21 30 ON EITHER SIDE U.N.O. LINTEL PER PLAN "f.' 81/16 i Z 30 G> O 8F20-1B/1T 181/2 36 a _¢T Lu #5 REBAR AT TOP MIN. (1) REQ'D Q 35 a 9 13/16 w U)9 _0 n -2 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 24896. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O (� Z W 0 O 8RF22-1B/1T _ 00 . ° 0 O .'. O II li �O MASONRY WALL W/ LL LO z .– #5 REBAR AT BOTTOM OF LINTEL Z OOtiS U 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY U U) 1/2" NAILS INTO HEADER. w L O 8RF22 OB/1T 10d STAGGERED @ 6" O.C. BOTTOM REINFORCING PROVIDED D0 LINTEL W/ TRANSOM DETAIL 0� d 3/4" = 1'-0" 0 v—i -JZ ,.. I b pV ..j' Q P "........� 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. z W 0 C ROUGH OPENING PER PLAN l` (� ° ° — a 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL p STRUCTURALENG: 'CFG ¢ DRAFTING: LINTEL PLAN WALL LEGEND w ST: AML QC CHECK: CC � STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 12'-0" 239 418/297 1075/1045 1838/1446 2883 / 1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS J d 12'-811 0 369/261 1002/984 169771361 2630/1738 m #5 DIA. REBAR 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 1997/0 O. _:... _.....__ . ._- ... _..__. 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS � j fc PRECAST LINTELS =3500 PSL = W 20'-0" 0 18010 598/0 1024/0 1441/0 2. f PRESTRESSED LINTELS = 6000 psi. LL ° 4 a 20'-8" 0 145/0 550/0 981/0 1376/0 3 GROUTED PER ASTM C476 fa = 3000 psi W/ MAXIMUM 3/8"AGGREGATE AND 8" TO 11"SLUMP. O „ 6 -4 526 / 434 1539 / 1539 1329 / 2267 T-4" 480/322 1334/1334 1964/1552 8'-4" 415 / 235 1152 / 1152 1694 / 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2 FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.c 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T REQUIREMENTS QUANTITY OF #5 REBAR �'' - @ ---� BOTTOM OF LINTEL CAVITY 8F16-1B/1T _ QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 0- Is • d ,• _ � �' ; •0•^^ J OJ "'►AR �pA�"Q �. l v O 8RF6-16/1T 0 8F8-1 B/1 T ° . NO -SHEAR WALL AT OPENINGTYPI w •Ito ICy. AL SHEAR WALL SEGMENT E O 8RF14-0B/1T M #3 o 41/4 d ° d' Q p d e SEE WF01/SD2 FOR d 8F16-0B/1T 91/2 a. 3 cYS '. v ' 3a o 8RF30- 1B/1T INFO. MIN. (1) IS REQ'D 25 33/4 C9 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 1997/0 O. _:... _.....__ . ._- ... _..__. 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS � j fc PRECAST LINTELS =3500 PSL = W 20'-0" 0 18010 598/0 1024/0 1441/0 2. f PRESTRESSED LINTELS = 6000 psi. LL ° 4 a 20'-8" 0 145/0 550/0 981/0 1376/0 3 GROUTED PER ASTM C476 fa = 3000 psi W/ MAXIMUM 3/8"AGGREGATE AND 8" TO 11"SLUMP. O 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 450/0 1 824 / 0 1 1147/0 - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMP ESSIVE ' ��1►6f11ir®7�®' STRENGTH = 1900 PSI. /� INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-OB 8R22-1B/8R22-OB Cis 4 42 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'_4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE a®�� °®�'�, ci a . ° MD08/S5 FOR LAP INFO. 2'_g" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 4 ��, W o I PROVIDE CLEAN OUT OPENING@ GROUT 3'-0" 1230/1230 2769/2769 4085/40 85 '""� w �`'° Z Z f%tuq aC FILLED CELL AND REBAR (TYP). MORTAR q •wm i 3-4 1081 / 920 2769 / 1716 4085 / 2839 LINTEL DESIGNATION SCHEDULES p U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 •y 64" 664/572 1761/1761 2595/2595 LINTEL F FILLED WITH GROUT /�„ �,�® MARK U =UNFILLED R =RECESSED '< SEE FOUNDATION FOR FOOTING (6DO6 TYPICAL MASONRY. CONSTRUCTION SCALE: 3/4" = 1'-0" „ 6 -4 526 / 434 1539 / 1539 1329 / 2267 T-4" 480/322 1334/1334 1964/1552 8'-4" 415 / 235 1152 / 1152 1694 / 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2 FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.c 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T REQUIREMENTS QUANTITY OF #5 REBAR �'' - @ ---� BOTTOM OF LINTEL CAVITY 8F16-1B/1T _ QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 0- Is • d ,• _ � �' ; •0•^^ J OJ "'►AR �pA�"Q �. l v O 8RF6-16/1T 0 8F8-1 B/1 T ° . NO -SHEAR WALL AT OPENINGTYPI w •Ito ICy. AL SHEAR WALL SEGMENT E O 8RF14-0B/1T M #3 WINDOW BY BUILDER.'' 41/4 d ° Z Q Q p 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 450/0 1 824 / 0 1 1147/0 - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMP ESSIVE ' ��1►6f11ir®7�®' STRENGTH = 1900 PSI. /� INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-OB 8R22-1B/8R22-OB Cis 4 42 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'_4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE a®�� °®�'�, ci a . ° MD08/S5 FOR LAP INFO. 2'_g" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 4 ��, W o I PROVIDE CLEAN OUT OPENING@ GROUT 3'-0" 1230/1230 2769/2769 4085/40 85 '""� w �`'° Z Z f%tuq aC FILLED CELL AND REBAR (TYP). MORTAR q •wm i 3-4 1081 / 920 2769 / 1716 4085 / 2839 LINTEL DESIGNATION SCHEDULES p U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 •y 64" 664/572 1761/1761 2595/2595 LINTEL F FILLED WITH GROUT /�„ �,�® MARK U =UNFILLED R =RECESSED '< SEE FOUNDATION FOR FOOTING (6DO6 TYPICAL MASONRY. CONSTRUCTION SCALE: 3/4" = 1'-0" „ 6 -4 526 / 434 1539 / 1539 1329 / 2267 T-4" 480/322 1334/1334 1964/1552 8'-4" 415 / 235 1152 / 1152 1694 / 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2 FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.c 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T REQUIREMENTS QUANTITY OF #5 REBAR �'' - @ ---� BOTTOM OF LINTEL CAVITY 8F16-1B/1T _ QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 0- Is • d ,• _ � �' ; •0•^^ J OJ "'►AR �pA�"Q �. l v O 8RF6-16/1T 0 8F8-1 B/1 T 0 8RF14-1B/1T O M w NOTE: PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION Lw 8F16-1B/1T NOMINAL WIDTH O U 7-5/8" ACTUAL IN LINTEL (VARIES) 0 • TRANSOM OPENING LENGTH LAP SPLICE TYPE DESIGNATION o O M w •Ito ICy. 8 NOMINAL WIDTH E O 8RF14-0B/1T M #3 WINDOW BY BUILDER.'' 41/4 7 Z Q SEE FOUNDATION p N SEE WF01/SD2 FOR O 8F16-0B/1T 91/2 1-1/2" CLEAR 3 cYS '. U ' 3a o 8RF30- 1B/1T INFO. MIN. (1) IS REQ'D 25 33/4 C9 1151/21 30 ON EITHER SIDE U.N.O. LINTEL PER PLAN "f.' 81/16 i Z 30 G> O 8F20-1B/1T 181/2 36 #7 _¢T Lu #5 REBAR AT TOP MIN. (1) REQ'D Q 35 a 9 13/16 o _0 (2) 2X8 WOOD HEADER O" 8F20-0B/1T U _j Q z ' C.M.U. U TURNED SIDEWAYS. Z Z W 0 O 8RF22-1B/1T _ 00 . ° 0 O .'. O II li �O MASONRY WALL W/ LL LO z .– #5 REBAR AT BOTTOM OF LINTEL Z OOtiS U O 8F24-1B/1T 1-3/4" TAPCONS INTO CAVITY O 1/2" NAILS INTO HEADER. w L O 8RF22 OB/1T 10d STAGGERED @ 6" O.C. BOTTOM REINFORCING PROVIDED D0 LINTEL W/ TRANSOM DETAIL 0� SCALE: 3/4" = 1'-0" 0 SEE PLAN FOR TOP OF WALL AND LINTEL INFO Lw r -�' BAR SIZE 7-5/8" ACTUAL IN LINTEL (VARIES) t. • TRANSOM OPENING LENGTH LAP SPLICE —� 13'-1" 10'-0" O M 8F24-0B/1T "D" 8 NOMINAL WIDTH "B" a Qm #3 WINDOW BY BUILDER.'' 41/4 7 15 SEE FOUNDATION 41/4 91/4 18 SEE WF01/SD2 FOR 1 5 5/8 91/2 PLAN FOR FILLED CELL 3 55/8 '. MORE INFO 1 #5 NO 8RF30- 1B/1T INFO. MIN. (1) IS REQ'D 25 33/4 7 1151/21 30 ON EITHER SIDE U.N.O. LINTEL PER PLAN "f.' 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 (2) 2X8 WOOD HEADER REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) Lw r GRADE 60 BAR SIZE BEND 0 t. • TRANSOM OPENING LENGTH LAP SPLICE —� ' „B" FRAME INFILL AR064 D, "D" "All "B" 11CF, "D" #3 WINDOW BY BUILDER.'' 41/4 7 15 SEE FOUNDATION 41/4 91/4 18 SEE WF01/SD2 FOR 1 5 5/8 91/2 PLAN FOR FILLED CELL 3 55/8 '. MORE INFO 1 #5 31/8 7 INFO. MIN. (1) IS REQ'D 25 33/4 7 1151/21 30 ON EITHER SIDE U.N.O. 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 (2) 2X8 WOOD HEADER .> : r TURNED SIDEWAYS. Q Z W 0 . FIRST PLY 2X8 TO _ 0 O_ DOOR OPENING .'. F-- MASONRY WALL W/ LL SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. w 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. D0 LINTEL W/ TRANSOM DETAIL ca SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) Lw GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE —� "A" „B" "C" "D" "All "B" 11CF, "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 11 3/4 25 33/4 7 1151/21 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 a, ° d ; 4. d d L] + 4 4 da d "B" LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK (6DO8 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" #3=2%2' #4=2%2' #5=2%2" #6=3" #7=3%" D D U 0 8F32-1B/1T 1-1/2 CLEAR U R 8RF30-0B/1T -_j U) 00 �J OD oo F- 7C #5 REBAR AT TOP MIN. (1) REQ'D 0 Z 9 6 T 9 -2 6 -4 O 8F32 -OB/1T U¢ Q U' ¢ Z C.M.U. cn U) 0 T $F38 -1 B/1 T co —��, LL W J Q 1j 1 O u>© 0 Q rn �-� `nZ z Z cno7M E O 8F12 -1B/1T r O °6 Iw— Z w 3 D D D F iv H Q Z LL rn O O O -o = O M BOTTOM REINFORCING PROVIDED O 8F40 -0B/1T + ---- _,I` V Z 0 N= o � 7-5/8 ACTUAL IN LINTEL (VARIES) O ^^ F— 1 z 8" NOMINAL WIDTH J cn E z cl� a O Lll < 00O)s��a 2 � H w '• � UNFILLED z Z z ¢ Q x Z in�O W o O = o �LL� — O SAFE LOAD TABLE NOTES 1- w Q W N J c� F U w wN¢ ih LU Z ca O TI F R UNFILLED O 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FO U LLED Z .J Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2".SAFE LOADS FOR ALL `t O U RECESSED LINTELS BASED ON 4" NOMINAL BEARING. wo l— ~ J 2 2. 0 = NOT RATED. U I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED, Q W W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Lw u) JOB No. TM - 2150966 SCALE: ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U) O HGT. W/ ARCHITECTURAL ..,.. —� -- — 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. EL DATE: 08-18-15 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY (D CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Z S5, 7762 SUPPORT. Q m 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O iv E p 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. O O O p W J M z W Lu 4'-6" 6'-4" F— LLJ Z r Q Z W 0 ❑ ❑ _ 0 O_ F-- cl) a LL 000 w 04 z 0 �-. ca v—i -JZ ,.. K O0 pV ..j' Q LL "........� MIN. w W -) a O = UJ 0 C f•- STRUCTURALENG: 'CFG ¢ DRAFTING: LINTEL PLAN WALL LEGEND w ST: AML QC CHECK: CC � /8"_ 1-011 9'-4" T.0.M. = INTERIOR/EXTERIOR u uj JOB No. TM - 2150966 SCALE: AS INDICATED w BEARING WALLS VERIFY _ HGT. W/ ARCHITECTURAL ..,.. —� -- — PLAN U.N.O.. ,G,., DATE: 08-18-15 d S5, 7762 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER w TIE BEAM SPLICE TO TIE BEAM SPLICE TOa P. 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q BE MIN. 25" GROUT II BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE Z CELL SOLID CELL SOLIDREQ'D BELOW w �1. U) MIN 4" p MASONRY WALL ° MASONRY WALL �I1 CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" SEE PLAN I SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. CONC. SLAB PER- " - -- - - - - - I� U)> FOUNDATION PLAN 2 1/4" I CONC. SLAB PER w CONCRETE SLAB PER CONCRETE SLAB PER I I z CONCRETE SLAB PER FOUNDATION PLAN FOUNDATION PLAN _ 114 FOUNDATION PLAN > - FOUNDATION PLAN w � z 10 Z Q 2x PT SILL PLATE 2x P.T. SILL PLATE N I. VARIES a ° W g > a W d d Z . _ SEE PLAN ° I' w m d° a d - ° ° dd: 4 d 0 d Z .4 a d a ° I' d 00 .- ....... d ` ' . m -I' a oo O (n , . — ._,_. d.,. ° a 4 . a ° d p �. 0 a 1d GRADE _ I o ° 1.11°' GRADE Z w d d - - - - - - a � � � d' � -45� ° d ° � � � a of —, d d:. RAE, — w00 �.�I IIII W_..._ya ' w ¢I�d....O LL — — _ —^ -"--- — — I ` -1 11.— I I U I .-. I - _� I. ¢ _ — — I--- — — — — I I ISI III ISI ISI 11 111,7 6" M � ,� _,,, — -- -- — -- I .; ? p (2) #5 BARS CONT. (2) #5 BARS CONT. i + 6 w -- - - - I I CLEAN COMPACTED 8 8 _.. I_ I -~� 1, > 4, o / 3 COVER TYP. I I ,, LEAN COMPACTED W/ 3 COVER TYP. 3 OVER .CLEAN COMPACTED W 3 COVER FILL 95 /o STANDARD CLEAN COMPACTED p CLEAN COMPACTED „ C CO D � a @ o � (2) #5 BARS CONT. w/ 3 8„ 8„ (2) #5 BARS CONT. wd 3 FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD IM DENSITY 4 DENSITY " 2 -STORY COND. 3 #5 DENSITY 2 -STORY COND. 3 #5 DENSITY (2) #5 BARS CONT. w/ 3 O O _ COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO O _-- - - -- -- -- WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE LL SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1 -4 WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY LU BE 20 WIDE - u_ ��-----� O 1 FOl TYPICAL EXTERIOR FOOTING F02 TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 1 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY II BUILDER Z CONC. SLAB PER 8"x12" THICKENED 8 CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. W I ` ` o_ a . d; w ...� d GRADE d d I_ --1 I I --I I I_I 1 h a III t� _ 1 ISI i I: -=_I 11-1 I I— 1= a e � .I — =�1 I I--III-1 11=1 I I I I8 —- I I- 0? -III 1=--d. __..L _ ......-� _. _==1 1=1 I 1=1 11_-1_i_ I I__f. =1 I �.. w ' > ov (2) #5 (2) #5 BARS CONT. i7 COVE W/ 3" COVER TYP. CLEAN COMPACTED WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY fiFd FOOTING ,@ SHOWER AT MASONRY F08 THICKENED EDGEF( 3/4"=l'-0" 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID TOP VIEW (�' CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH _ V BEYOND CORNER. SEE FLR. a .. . V PLAN FOR BASE SIZE d a d a. a Z d o DRIVEWAY BY SEE FOUNDATION FOR 4 Q I 1 > 4„ BUILDER- CONCRETE PAD SIZE d w zt OR PAVERS I. a w CONC. SLAB OR d o w ad d^n PAVERS PER PLAN d 1... a1 I v w 1 a M ---"---- CLEAN COMPACTED —I FILL @ 95% STANDARD g da 4 --i i 1.=:7-1L I- -- a d d- - DENSITY 8" x 8" THICKENED I I= ::= , . d Lam _ g" 3" COVER TYP. CLEAN COMPACTED -- --T d -' EDGE w/ (1) #5 CONT. o ... ° .... d FILL 95% STANDARD d DENSITY fi F13 THICKENED EDGE @ GARAGE DOOR fiF1' FOOTING @ENTRY MASONRY COLUMN 3/4"=1'-0„ 3/4"=1'-01, 81,CMU - TOP CONC. SLAB PER FINISH PER ELEV. CENT FOUNDATION PLAN 8" C.M.U. FINISH PER PENE FINISH FLOOR ELEV. PENETRATING FINISH FLOOR GRADE PIPE PENETRATING PIPE ^ - __.._ LOOP TIE (TYP.) _ a _ d O N. T MN PVC SLEEVE MIN. - _ FOOTING PER PLAN z DIAMETER TO BE 2 -III -=1 I L. -III PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY (FRONT VIEW) PVC SLEEVE filF`1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0„ sa l l d l l iv lli• w 1 3/4 - -0 1 3/4 - -0 3/4"=11-011 3/411=1 1-01 a07 1fps a O o° Be6a9.®m�'�'6C'r W d. d O Z Z VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ° ro< U STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w R;„/ Ala � Lu a ® Q a SEE PLAN MASONRY WALL®� Q d ® Cl' M '� O d • MIN. 24" BEFORE qr.I a 1 s®, r"�„J q° -_-� ANOTHER STEP I ..•�000000a CONC, SLAB PER (1) #5 FROM FTG. TO . �.° �- ,'d a a q SLOPE 1 a FOUNDATION PLAN TIE BEAM MIN. 25 I #5 CONT.PER MFG SPLICE GROUT CELL c� REINFORCEMENT SEE �: SOLID PER PLANS, J - y■ FOUNDATION PLAN w L d 1 , 4. ■' w d p.r' FOR QUANTITY d a O (0tl rte. 'fir] .. :rte W d. r' a .� �% • 1. tl d a THRESHOLD PER MFG Z r to� . •lily ■� � � .. 11 " - r.ab .. ,0 . •. . : ... .•0 ,.. - 4 d #5 x 25 x 25 CORNER d e d Com] t� - _ a 4 .d '9 _ Z M e'' d d ', d '�.. a. •. ,Ia. d a ;. a . a da s a e A�--o-_-I -.-._-_I_I_I_—_-- -___I .- -I _I --I �4d.: a. °.'�d.a . d° ... a,dq . . �a..w..aw.. 4 aa dtl . °I1d BAR, ONE FOR EA. - I (-- o -i cQry U `Y3oHORIZONTAL CONIC. SLAB PER °d REBAR, TYP. U.N.O. FOUNDATION PLAN d w OiSIII , U— Z co u p j , . , ...I --I � I-1.11-1 I I— III— I (2) #5 BARS CONT. _ — tl d da d 1— _ _ = 2 #5 CONT. w/ 3" SLOPE W/ 3" COVER TYP.; @ 1'-4„ V — I _ I —I I I_I — c ) z O MIN. - -COVER TYP. ...: A. .°, d•.; . 2 -STORY CONDITION B- - - PER MFG • . (3) #5 BARS w/ 20 SLOPE EXT. SURFACE U) (2) #5 BENT BARS w/ OR GRADE 1/4" PER WLDE FOOTING` Z z MIN. 25" LAP SPLICE CLEAN COMPACTED FOOT AWAY FROM BUILDING FILL @ 95% STANDARD O > Q ELASTOMERIC JOINT DENSITY O M FILLER a Q W LLI TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) AlFl)EXTERIOR DOOR POURED SILL ARFOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0,. 3/4"=1'-0" � J a Q 5 Q LL UJ J O O w J D a'7� Z 06 W Owm Q E Q Z V)LLrn U Z U 0 z �. 0 w z '9 .� O J l Z w— C:) 8 Lu = ¢ OOo. ch c H7pwui o H 0 Q� 20 O S C) ovi¢° W Q UJN_' UJ C14 z w 0 z LL 0" J o Z O F— o �- U Qw O z w LL Lu w .� O d Z D m O > NOT USED °z J W ILL! 11 t=- LU TOP (2) #5 x 4'-0" Z PVC OR SCH40 SLEEVE ZH CENTERED AT PIPE Q Z W 0 PENETRATIONU) O a J LLI / x 4'-0" PVC OR SCH40 SLEEVE O O. Q 1 AT PIPE I -I 1 =I �_ F- O 'ION I —1 ICO uj 04 . a'° 4 III=111- w oW M o U J 0 p SQ Lu SEE FDN. _ Lu �( O _ II PLAN FOR C q a I 1- � 'O d `° I SIZE & REINF. 0 a- - I I = _= I = PIPE PERPENDICULAR TO FND TOP O 2 #5 x 4'-0 F_ U)STRUCTURAL ENG: CFG - _ -- CENTERED AT PIPE PENETRATION DRAFTING: PVC OR SCH40 SLEEVE � _ - I Q loll'" Z STRUCT: AML —_ SEE FDPLAIN1= I III t> rid w .., ...�-._.._..,. _. _> _----- 4 - -_ - I— FOR SIZE a. QC CHECK: CC I _I I — w ,mow ern i r d I&REINF. 1— JOB No. TM - 2150966 'I_ — '`ar 7 r :µ _ SCALE AS INDICATED F - PIPE VERTICAL THRU FDN _ _ _ — I- � = -- ° q a __ - DATE; 08-18-15 a #� -2 762 NOT USED PIPE PARALLEL TO FND SD1 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL " I CONNECTION TO BE U.N.O. (1) #5 VERTICAL IN F v TYPICAL TIE BEAM w/ 2x6x12 P.T. CENTER SEE PLAN FOR WALL GROUT FILLED CELL (IF _ 11" 04 ° a a REQ'D PER PLAN) F FRAMING INFO NOTE: THIS DETAIL APPLIES TO THE- CLOSURE WALL w/ c / -- ; �,. REBAR CONT. NOTE: SEE MD08 ON p I� %i LINTEL PLAN FOR ADDIT'L REBAR INFO :..: 01 r STD HOOK DETAIL LIC _ � ` VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA, END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 — THIS SHEET 1/2"=V-0" '-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2'CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL GARAGE BUCK DETAIL -24" O.C.) PT BASE PLATE 1/2"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU HEADER (SEE PLAT` 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. IT (2) - 8d EACH END END VIEW w/ WOOD DORMER FRAMING DETAIL BEARING/ SHEARWALL CONNECTION TO CMU PRE -CAST LINTEL PER w PLAN -� ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 1 3/16" x 3" 1 12" O.C. 2 (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" x v �1'1 TAPCONS; SEE NOTES FOR SPACING Q Q F O Lu co w I CONNECTION TO BE (2) 2x TOP PLATE Q 1-0.1 v TYPICAL TIE BEAM w/ 2x6x12 P.T. CENTER SEE PLAN FOR WALL Z - _ 11" 04 ° a a 3000 psi CONC. w/(1) #5 BUCK FRAMING INFO NOTE: THIS DETAIL APPLIES TO THE- CLOSURE WALL w/ STRUCTURAL CHORD -- ; �,. REBAR CONT. 3/8 DIA. ANCHOR p SEE TYPICAL HEADER FRAMING DETAILS FOR %i :..: 01 �� ° ° STD HOOK CENTERED BLOCKING PER BRG FOLLOWING CONDITIONS: � ` � ? I BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON 2x P.T. STUD WALL SCHEDULE CONNECTION PER PLAN PLAN TYP. TRUSS TO FRAME " dol - m � cc U INFORMATION Q CONNECTION PER Q Z �_ LL rn PLATE w/ 2 16d NAILS TYPICAL FILLED CELL 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, � CONNECTION PER -' AT EACH TRUSS B01 A/C IN TRUSSES - GROUT SOLID m Q w/ 3000 psi CONC. w/(1) U STD: CONNECTOR Q NOTES, I <4 TO TRUSS. STUDS @ #5 REBAR VERT. GARAGE WALL o FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM I=- Z VERIFY w/ PLAN FOR BEYOND O� FRAME OUT TO BLOCK NOTES'' (1) EXTERIOR FRAME WALL TO CMU rrp rsa® REQ'D LOCATIONS 2x6 P.T. BUCK EACH ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O SIDE OF OPENING TRUSS WEBS NOT FRAME OUT TO BLOCK EDGE AS REQ'D Ir CMU WALL PER PLAN (5) 3/8" DIA. J -BOLT W/ THREADED ROD PER (2) INTERIOR FRAME SHEAR WALL TO CMU f .2x4 X BRACE ACROSS (4) EQ. SPACED 1/2" 5-1/2" EMBED. AT EA. PLANS. MIN. 6" FROM 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, L - ( w _ TITEN HD ANCHORS w/ DOOR BRACKET, EA, END OF BRG. WALL/ � Q o 0 0 V s g EDGE _ S (3) INTERIOR LOAD BEARING FRAME WALL TO MIN. 1 3/4" EMBED. FOR SIDE OF DOOR. MASONRY WALL STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN HOLLOW BLOCK OR 3 PROVIDE 1-1/2" x 3/16" U) Z O i-- w u.i o Z M w � z E I " 1/2" EMBED. FOR SOLID THICK WASHER W/ EA. BASE PLATE CMU WALL SHEARWALL 110% .._...._._ ..._ — — _. �...:_ — � BLK. MAX. 6" FROM ANCHOR. (1st BOLT TO CONNECTION PER BRG w0 PLAN 24,"O.C. MAX " EACH END � TOP & BOTTOM BE 8" MAX. ABV. CURB, WALL SCHEDULE SCAB TO TOP 2x4 #2 SYP RAT RUN REST EQ. SPACED BRACING (AT 45°) W/ 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x O V -24" O.C.) PT BASE PLATE 1/2"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU HEADER (SEE PLAT` 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. IT (2) - 8d EACH END END VIEW w/ WOOD DORMER FRAMING DETAIL BEARING/ SHEARWALL CONNECTION TO CMU PRE -CAST LINTEL PER w PLAN -� ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 1 3/16" x 3" 1 12" O.C. 2 (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" x v �1'1 TAPCONS; SEE NOTES FOR SPACING Q Q F O Lu co w BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" U U) O.C. @ EACH SUCCESSIVE BUCK 0 ilI 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN, MANU.'S SPECS U - w W O DO 2x BUCK DETAIL Z %hill► M 1-0.1 I CONNECTION TO BE TOP OF MASONRY Q 1-0.1 v I . ----------- SUPPLIED BY oil Z - _ 11" 04 � SHEATHING PER PLAN � NOTE: THIS DETAIL APPLIES TO THE- CLOSURE WALL w/ STRUCTURAL CHORD FASTEN PT 2x NAILER O w_ p SEE TYPICAL HEADER FRAMING DETAILS FOR %i :..: 01 TYP. TRUSS TO FRAME SHEATHING � � FOLLOWING CONDITIONS: � ` � ? ADDITONAL BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON TO MASONRY CONNECTION PER PLAN PLAN TYP. TRUSS TO FRAME " dol - m � cc U INFORMATION Q CONNECTION PER Q Z �_ LL rn PLATE w/ 2 16d NAILS STD. CONNECTOR 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, � CONNECTION PER -' AT EACH TRUSS B01 A/C IN TRUSSES - GROUT SOLID m Q (HEADER CAN BE U STD: CONNECTOR Q NOTES, - 9 _ U �- � r TO TRUSS. STUDS @ STD. CONNECTOR = o FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM I=- Z NOTES O� FRAME OUT TO BLOCK NOTES'' (1) EXTERIOR FRAME WALL TO CMU rrp rsa® J ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O 0 TRUSS WEBS NOT FRAME OUT TO BLOCK EDGE AS REQ'D ....! FRAME OUT TO BLOCKr..rj,." (2) INTERIOR FRAME SHEAR WALL TO CMU .2x4 X BRACE ACROSS 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, L - w _ '„'� � Q o 0 0 V s g EDGE _ S (3) INTERIOR LOAD BEARING FRAME WALL TO LENGTH OF w STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN = I- U) Z O i-- w u.i o Z M w � z E CMU WALL SHEARWALL 110% .._...._._ ..._ — — _. �...:_ — � 2x4 #2 SYP CROSS THIS CASE. w0 PLAN 24,"O.C. MAX " EACH END � O Q¢ w z 0 o R:NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN r-' BRACING (AT 45°) W/ 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x O V HEADER PER —r LOCATION 0 N BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" U U) O.C. @ EACH SUCCESSIVE BUCK 0 ilI 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN, MANU.'S SPECS U - w W O DO 2x BUCK DETAIL Z %hill► M 1-0.1 I CONNECTION TO BE TOP OF MASONRY Q 1-0.1 . I . ----------- SUPPLIED BY oil Z - _ 11" 04 � SHEATHING PER PLAN � SHEATHING PER PLAN CLOSURE WALL w/ STRUCTURAL CHORD ®rrr� : rr'r 04 O w_ p SEE TYPICAL HEADER FRAMING DETAILS FOR %i :..: 01 TYP. TRUSS TO FRAME SHEATHING � � � ►•4,; ��' `° � ` Q ? ADDITONAL BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON TYP. TRUSS TO FRAME CONNECTION PER PLAN PLAN TYP. TRUSS TO FRAME " dol - m � cc U INFORMATION Q CONNECTION PER Q Z �_ LL rn PLATE w/ 2 16d NAILS STD. CONNECTOR O > CONNECTION PER -' AT EACH TRUSS B01 A/C IN TRUSSES - GROUT SOLID m Q (HEADER CAN BE U STD: CONNECTOR Q NOTES, - 9 _ U �- � r TO TRUSS. STUDS @ STD. CONNECTOR = o p EITHER UPSET OR NOTES O� FRAME OUT TO BLOCK NOTES'' O ° (5 � wZ^ rrp rsa® J DOWNSET) TRUSS WEBS NOT FRAME OUT TO BLOCK EDGE AS REQ'D ....! FRAME OUT TO BLOCKr..rj,." SHEATHING INSTALLED .2x4 X BRACE ACROSS SHOWN FOR CLARITY EDGE AS REQ'D w _ '„'� � Q o 0 0 V s g EDGE _ S +''• IVAI LENGTH OF w 2x W/ 2 16d TOE NAILS PRE-ENG.TRUSS PER I- U) Z O i-- w u.i o Z M w � z E SHEARWALL 110% .._...._._ ..._ — — _. �...:_ — � 2x4 #2 SYP CROSS PLAN 24,"O.C. MAX " EACH END � O Q¢ w z 0 o R:NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN r-' BRACING (AT 45°) W/ ROOFING MATERIAL HEADER PER —r LOCATION 0 N CHORD WITH (3) 10d TOP AND BOTTOM MIN ( „ ,� 1/2 x 8 ANCHOR BOLT (3) 12d NAILS TO RAT (2) 2x TOP PLATE d r J 7 Q z N O U N¢ CRICKET AS REQUIRED (3) 16d COMMON (2) 2x TOP PLATE (2) 2x PLATE (2) BAYS PAST A/C � A/C UNIT AND PAN � (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32 „ SEE FRAMING PLAN (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY 4 L O Z O NAILS TYP. (TYP.) IN Y LOCATION.M (3) BA MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE I FOR BEAM SIZE O.G. & 6 FROM EACH I" ' ' t W IF OPENING PROVIDED w �o BETWEEN TRUSSES LAP W/ (2) 16d NAILS MAX 48" MAX 48'" � � DISPOSAL BY A/C INFO O F- END PER PLAN) 0 Z Q O 116J1 TOENAILED TO TO EACH TRUSS. TYP SUPPLIER MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE TRUSS MIN. 2x4 SPF #2 KNEE ¢ ^ 1{';Ihu' '' �1�� Nr ( WALL WITH STUDS @ W WALL WITH STUDS @ WALL w/ STUDS @ 16" C6 U 3J o .- r7@ 2x4 SPF CONT. 16" O.C. W/ 2 2x #2 SYP SEE PLAN O 16" O.C. W/ 2x PT BOTTOM PLATE O.C. w/ STRUCTURAL IY w r z BLOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL I SHEATHING FROM U O 7/16" OSB W/ (2) 8d SHEATHING ON BOTH SHEATHING ON BOTH I TOP OF WALL TO Q a c .2 NAILS SIDES FROM TOP OF I SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL. = U WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE �' ATTACHED PER u O 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM'. ATTACHED PER NAILING SCHEDULE O -a W/ 6d NAILS 16" O.C. NAILING SCHEDULE NAILING SCHEDULE ,yQ OTHERWISE SP2 CLIPS Z ��lO� �� U TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS O Z p 2x BUCKS, "� AT BASE ARE REQ'D ) 0� AT BASE ARE RADIUS AS REQ'D Q® REQUIRED a o0 fiF_0_' KNEEWALL AT DOWNSET BEAM fiF_0"KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL w 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 U U) � NAIL SCAB TO TOP IF IS SUSPENDED - CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING J NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING Q (D ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE � W 0 IF REQ'D, PROVIDE I CONNECTION TO BE TOP OF MASONRY Q SCAB IN EACH TRUSS ATTACHMENTS 10d NAILS @ 4" O.C. ----------- SUPPLIED BY .. Z - _ O � SEE ARCH PLANS FOR � -� ;; v -12 CLOSURE WALL w/ TRUSS PER PLANBOTTOM CHORD OVERHANG INFO O IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY SEE %i :..: 01 Z (2) 2x4 #2 SYP w O ui M E Z I- E SINGLE TOP AND BASE BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV. (3) 10d NAILS TYPICAL PLAN PLAN FOR 0. H. Z STANDARD TRUSS END TYP. SINGLE TIE -BEAM Q (D Q Z �_ LL rn PLATE w/ 2 16d NAILS W/ (1) #5 CONT. O > AT EACH TRUSS B01 A/C IN TRUSSES - GROUT SOLID o TOP CHORD VARIES o U Q Z - 9 _ U �- � r TO TRUSS. STUDS @ n n A O� — ~ O ° (5 � wZ^ 24`" O.C. & EXT. TRUSS WEBS NOT ....! cn � o SHEATHING INSTALLED .2x4 X BRACE ACROSS SHOWN FOR CLARITY w _ '„'� � Q o 0 0 V s g PER NAILING PATTERN LENGTH OF PRE-ENG.TRUSS PER I- U) Z O i-- w u.i o Z M w � z E SHEARWALL .._...._._ ..._ — — _. �...:_ — � 2x4 #2 SYP CROSS PLAN 24,"O.C. MAX " _ I- � O Q¢ w z 0 o R:NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN r-' BRACING (AT 45°) W/ ROOFING MATERIAL U 0 N CHORD WITH (3) 10d TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS w U 7 Q z N O U N¢ CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C � A/C UNIT AND PAN � RUNS, TYP EACH SIDE SEE FRAMING PLAN Z Q _j J L Z O 2x4 BLOCKING IN Y LOCATION.M (3) BA MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE ,_.,_.-- FOR CONNECTION 0 I" ' ' t W 0 BETWEEN TRUSSES LAP W/ (2) 16d NAILS MAX 48" MAX 48'" � � DISPOSAL BY A/C INFO O F- MAIN SPAN ROOF TOENAILED TO TO EACH TRUSS. TYP SUPPLIER SEE ELEVATION U TRUSS EACH SIDE ( W UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER OCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN CURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. DOUBLE TOP PLATE w/ I CONNECTION TO BE TOP OF MASONRY Q W 10d NAILS @ 4" O.C. ----------- SUPPLIED BY .. Z - _ STANDARD TRUSS —� — — — — — — — — — COMPANY SEE ARCH PLANS FOR � TRUSS PER PLANBOTTOM CHORD OVERHANG INFO O DOUBLE TOP PLATE :..: 01 (2) 2x4 #2 SYP FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV. PLAN A34 OR LUS24-2 EACH FOR 0. H. Z m END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O > WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES - GROUT SOLID o J o PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL: TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" W cn 11 w FLUE PER MANUF. _ ... SPECS W/ 2" MIN.' 4 ~ Z CLEAR BETWEEN FLUE WINDOW PER 0 & FRAME FLOOR PLAN Z = O _ p a .� GALVANIZED FLASHING H Vi Q'u OR. D EXT. SHEATHING PRECAST CONC� POWERS STEEL SILL O p Q 1 ATTACHED PERt- NAILING SCHED. TYP. @ ALL WINDOWS w � (� — 2x4 FRAMED CRICKETEXT FINISH PER PLAN � W ..Z W/ GALVANIZED -- 0 ..,�� FLASHING V Q LL. .."� + Lu 0 M MAIN FLOOR O (4) 16d COMMONS ELEV 0'-0"U C1�. + NAILED@ EACH END � 0 + CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO y — j l-- J STRUCTURAL ENG_ CFG __ + 16d COMMONS END I I I:I < DRAFTING: + NAILED TO VERTICALU 2x4's I I-� �! PLAN MASONRY W --- STRCT AML ..........._. S - QC CHECK: CC v r Ya + SEE FOUNDATION + f a w JOB No. TM - 2150966 + + DETAILS FOR FTG INFO 52 SCALE: AS INDICATED ..,.r TRUSS PER PLAN 2 7 ~ DATE: 08-18-15 62 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION D2 3/4"=1'-0" 3/4"=1'-0" SIMPSON F DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO H - WHERE O.H. IS > V-0", DROP BRACE TO PLATE TRUSS BOT. CHORD = TO BLOCKING (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 3 1/4" HOLD STRONGBACK W/ (2) 2x4 BRACE 1/2" J -BOLTS w/ - PROVIDE 2x BLOCKING 2 2x TOP PLATE O SIMPSON HGA10 @ 48" PT 2x8 PLT., CANT. FOR GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d O.C. NOT REG'D 6' A A CLG. NAILING SURFACE VJ Z 0 SHEATHING FASTEN EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ O.C. NAILS, TOENAILED @ 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. : ,. Q EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w GABLE END TO EA. ADJ. DIAG. EACH END.AT 24" O.C. ROOF SHEATHING NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ = Z L J U (TYP.) (END NAIL PLTS. z TOENAILS EA. END HEADER PER PLAN; J SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN W TRUSS PER PLAN DTC CLIP, (2) 8d NAILS GABLE END TRUSS TO +� Q M 2x TOP PLATE TO I"^ TO BE CONT. @ THE SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF = Y 0) SCHEDULE & NOTES E- Q W Q NAILS @ 6" O.C. NAILS @ OUTLOOKER 2x4 #2 SYP P.T. TRANSITION FROM NAILS INTO TOP PLATE FOR ADDT'L INFO. O FRAMING FOR FALSE SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. o �----- SIMPSON H10A DIAG. -- 5 � a z - -- -- -- -- -- T OCKING�rro WALL TO GABLE O I- U) - SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE BLOCKS w/8d NAILS SEE ELEV. FOR , TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ J J = c/5 z a 8 4 O O'n s #5 CONT. SINGLE BASE & TOP @EACH END TRUSS PLATE w/ PLYWOOD FALSE BM PER PLAN �. 4X4 PT. _ ~ SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION TRUSS PER PLAN ***NOTE: REFER @ 6" O.C. O.H. SIZE' • /GEO GABLE END r@ FLAT CEILING CONNECTIONS SIMPSON H2.5A _ Z O Q ¢ a p E NAILS @EACH WEB I- - LL. U CONT. 2x4 - HEADER PER PLAN IF REQ'D. MIN (1) JACK & a - -- EXTERIOR SHEATHING. I SIMPSON MTS12". a (3) 4" SIMPSON SDS W W Q 2 vi a W N (1) KING STUD w/ SIMPS. TRUSS PER PLAN z ATTACH PER PLAN I I ( 2x DOWNFRAME TO DOOR AS REQ'D .. SCREWS, PRE -DRILLED & U Z W WHERE O.H. IS > V-0", c- U O LSTA18 HEADER TO n Lu FROM TOP OF WALL a:: COUNTER -SUNK. J �. DOUBLE 2x TOP PLATE Q STUDS TYP. BASE \ 2x4 DIAGONAL BRACEbROP (4m) 1/4" X 2-3/4" END GABLE w/ z 48" W 2 CONNECTION ' 2x8 #2 SPF STUDS AT "` TAPCONS, VERT. TO OU ~ - SHEATHING PER PLAN :. 16" O.C. @ O.C. TO 3RD OUTLOOKERS @ 24" -- ~ CMU WALL U W V - 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EA. A' DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE FASTEN SIDE WALL ROD PT Q Z W -r1/2"THREADED \ \ END w/ NUT &WASHER BAY REQ'D w/ 3/16" x 2 3/4" TAPCONS O.C. TO RUN BACK TO w 0 EA. SIDE OF HEADER Lu W Cn �— _ MSTAM-24 TYP. EA. SHEATHING PER PLAN. IN CMU. OR SIMPSON • � ` ANCHOR BOLT OR TITEN HD @ 32" O.C. & (CENTERED w/in TOP \ � O STRONGBACK, SEE 1ST COMMON TRUSS SIDE OF EA. STUD. META16 6" FROM EACH END PLATE & 6" FROM JAMB STUDS) w/ MIN 7" SCREWS, PRE -DRILLED CL CENTERED BETWEEN (5) 16d NAILS BRACE &COUNTER -SUNK. \ CHART STD CONDITION WITH (3) 12d TOENAILS. VAULTED CONDITION D. EMBED. INTO SLAB ONLY REQ'D @BRG_ 0 z FOR REQ'D FLASHING TO BLOCKING WALL W/ UPLIFT \ GABLE BRACING (+) Q CONNECT TO DROP Lu EXT. SHEATHING, \ SEE CHART GABLE WITH H2.5 CLIP. p0 )P ATTACH PER PLAN MAX 2-0 O.H. U U) PROVIDE 2x4 BRACE _ (9 W TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 FRAME WALL CONNECTION 16d NAILS. PER CHART 5 -m (5) 16d NAILS BRACE 2x4'S @ 24" O.C. Q CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN , SPAN 2'-0") w/ (2) 16d END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES RAKED DOUBLE TOP - PLATE CEILING NAILER AS — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN - GEO GABLE END @ VAULTED CEILING 3/4"=1'-0„ FIELD FRAMED VALLEY DETAIL w O 0 1/2"=11-0" 2'-0" MAX. 1'-9" MAX. H - UP TO 4'-8" BRACE TO PLATE TRUSS BOT. CHORD = TO BLOCKING (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 3 1/4" HOLD STRONGBACK W/ (2) 2x4 BRACE 1/2" J -BOLTS w/ - PROVIDE 2x BLOCKING 2 2x TOP PLATE O � PT 2x8 PLT., CANT. FOR 2x4 BLOCKING (2) 12d WASHERS (MIN. 6" O.C. NOT REG'D 6' A A CLG. NAILING SURFACE VJ Z 0 SHEATHING FASTEN EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ NAILS, TOENAILED @ : ,. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w GABLE END TO EA. ADJ. DIAG. EACH END.AT 24" O.C. ROOF SHEATHING PER PLAN LU MAX. ATTACHMENT w/ (3) 1 Od = L J U (TYP.) (END NAIL PLTS. z TOENAILS EA. END HEADER PER PLAN; J SHEATHING FASTEN FASTEN TO DIAG.w/(2) PROVIDE 16d NAILS = SPLICE AS REQ'D u- W TO STUD) - 16d TRUSS PER PLAN DTC CLIP, (2) 8d NAILS GABLE END TRUSS TO +� Q M 2x TOP PLATE TO I"^ 45° "" PER PLAN. PLT.@12" O.C. MAX. e4 = Y GABLE END W/ 16d �I SCHEDULE & NOTES E- Q W Q NAILS @ 6" O.C. NAILS @ OUTLOOKER 2x4 #2 SYP P.T. 16d TOE NAILS NAILS INTO TOP PLATE FOR ADDT'L INFO. O FRAMING FOR FALSE U o �----- SIMPSON H10A DIAG. CMU WALL OR LINTEL 5 � a z a = HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) (2) BELOW SIMPSON LSTA12 OR T OCKING�rro 10d NAILS @ EA. TRUSS O I- U) - SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE SP4 CONNECTORS @ LSTA24 WRAPPED TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ J J = c/5 z a 8 4 O O'n s #5 CONT. SINGLE BASE & TOP @EACH END 24"o.c. IF HEADER WITH PLATE w/ PLYWOOD FALSE BM PER PLAN �. 4X4 PT. _ ~ SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION TRUSS PER PLAN ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** • /GEO GABLE END r@ FLAT CEILING CONNECTIONS SIMPSON H2.5A 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN , SPAN 2'-0") w/ (2) 16d END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES RAKED DOUBLE TOP - PLATE CEILING NAILER AS — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN - GEO GABLE END @ VAULTED CEILING 3/4"=1'-0„ FIELD FRAMED VALLEY DETAIL w O 0 1/2"=11-0" 2'-0" MAX. 1'-9" MAX. GABLE BRACING CHART H GABLE BRACING @ 48„ UP TO 4'-8" NO BRACE REQUIRED 4'-8„ < H z T O„ = TO BLOCKING (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE GABLE END STRONGBACK W/ (2) 2x4 BRACE - PROVIDE 2x BLOCKING 2 2x TOP PLATE O � FOR NAILING 2x4 BLOCKING (2) 12d O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE VJ Z 0 SHEATHING FASTEN -'2 16d NAILS PLT. TO O NAILS, TOENAILED @ : ,. FROM EAVES STUD TOP &BOTTOM GABLE END TO EA. ADJ. DIAG. EACH END.AT 24" O.C. ROOF SHEATHING PER PLAN LU Lu L J U (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; SHEATHING FASTEN FASTEN TO DIAG.w/(2) 0 = SPLICE AS REQ'D u- W TO STUD) - 16d TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER +� ZO I"^ 45° W z � rNi E PER PLAN. 16d NAILS. INTO BLOCKING, (4) 8d SCHEDULE & NOTES E- Q W (� Q z p @ OUTLOOKER 2x4 #2 SYP P.T. 16d TOE NAILS NAILS INTO TOP PLATE FOR ADDT'L INFO. J J U o �----- SIMPSON H10A DIAG. i�9it ty� 5 � a z BLOCKING 24 O.C. @ (2) SIMPSON LSTA12 OR T OCKING�rro W s sir a Q GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8„ < H z T O„ (1) 2x4 BRACE T-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 518'-8" STRONGBACK W/ (2) 2x4 BRACE 04 ,�gQ S1y f .6 ' � m . cd Z Z GABLE BRACING 48" PROVIDE 2x BLOCKING m Q SEE GABLE V O.C. MAX. 45° FROM FOR NAILING p 7 CONNECTION DETAIL c►3 Q HORIZONTAL (+/- 10°) FOR REQ'D 0 ' « ,, • - BRACE NOT REQUIRED a r® CONNECTIONS 6' FROM EAVES: - TRUSS PER PLAN `� `° •®��'°° 0 SEE PLAN FOR-®�4�it°, 11�w 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH DOWN OF JACK w (2) 10d NAILS TRUSSES PROVIDE BLOCKING 0- � l BETWEEN TRUSS BAYS 2 V p @ 48" O.C. FOR FIRST 3 OU 2x4 BRACE IF REQ'D BAYS SEE GABLE CONNECTION DETAIL WALL PER PLAN Z SEE CHART. (FRAME WALL SHOWN; Q, I �f N - 10d n �., � � 'ill yl FOR REQ'D MAY ALSO BE h~ a 6 COMMON NAILS (1) A23 FROM CONNEGTIONS U ��J CO \ MASONRY) � r- @6"D.C. STRQNGBACKTQ DIAGONAL **'kNOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** pq ° Q o GABLE VERTICAL • ... U Z �- 2ND 2x4 BRACE IF 0 � lu iii REQ'D, SEE CHART r `„� A,y ��cSti U A -A GABLE VERTICAL BRACING 2x6 O z 10d COMMON NAILS @ 0 8" O.C. a Q w GABLE END BRACING rGEO3 GABLE END @ FLAT CEILING w/ BOSTON HIP RO TRELLIS ATTACHMENT o J c = 11 2x8 RIDGE BOARD SIMPSON DTC, (2)' 8d -- HEADER STUDS PER = 0) r HEADER SCHEDULE O 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, U.N.O. ON PLANS Z Z h WAY UP HEIGHT OF (4) 8d NAILS TO TOP PLATE Z LU VALLEY. FASTEN w/ (5)3:0 a 10d COMMON NAILS @ I I ~ Q LLI EACH END (TYP.) 0,O ATTACH JAMB STUDS ❑ � 2x6 RAFTER TO 2x8 TRUSS PER PLAN OAF 0,4 I PER WF08/SD4 O 0 1 RIDGE BOARD W/ A35 TRUSS PER PLAN N�j�G p 0 ON (1) SIDE OF Z N RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) I w Gl W-'�j Z (AS SHOWN) I 3/16 x 2 3/4 TAPCONS p U J❑ 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON W '„ 0 2x4 SYP #2 BLOCKING, META16 w ') Q FASTEN SYP OR SPF 0 �^ @ 24" O.C. W/ 2 12d P.T BASE PLATE 2x6 (MIN.) PLATE THRU O END NAILS @ EACH SHEATHING PER PLAN END. U Li W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) To STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALL , W / Lu JOB No. TM - 2150966 2x PLATE WITH. SIMPSON MTS12 OR SCALE: AS INDICATED LSTA12 & (5) 8d NAILS ---- DATE: �u �• N 08-18-15 @ EA. RAFTER TO PLT. .r'� X15-2762 ON -BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 3/4"=1'-0" 1/2"=1'-0" SD3 3/4"=1'-0" 3/4"=1'-0" c^ - PROVIDE 2x BLOCKING 2 2x TOP PLATE O � FOR NAILING 2x4 BLOCKING (2) 12d ' CMU WAL L PER PLAN -EC VJ Z 0 -'2 16d NAILS PLT. TO O NAILS, TOENAILED @ : ,. STUD TOP &BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING L J U (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; a.., 0 $ v TO STUD) - 16d TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER +� ZO I"^ od W z � rNi E 2x FASCIA w (2) END NAILS EA. INTO BLOCKING, (4) 8d SCHEDULE & NOTES E- Q W (� Q z p @ OUTLOOKER 2x4 #2 SYP P.T. 16d TOE NAILS NAILS INTO TOP PLATE FOR ADDT'L INFO. U Z 5 � a z BLOCKING 24 O.C. @ (2) SIMPSON LSTA12 OR (2) 16d TOE NAILS O I- U) - SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ LSTA24 WRAPPED W J J = c/5 z a 8 4 O O'n s - HOLD WALL 3-1/2" @EACH END 24"o.c. IF HEADER WITH AROUND TOP MEMBER �. 4X4 PT. _ ~ p H 2 w w o DOWN FOR OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ 2 10d O DOUBLE TOP PLATE • UPLIFT SPAN 4'-6" OR MORE. SIMPSON H2.5A _ Z O Q ¢ a p E NAILS @EACH WEB I- - LL. U W o 0 a - HEADER PER PLAN IF REQ'D. MIN (1) JACK & - -- EXTERIOR SHEATHING. I SIMPSON MTS12". a (3) 4" SIMPSON SDS W W Q 2 vi a W N (1) KING STUD w/ SIMPS. TRUSS PER PLAN z ATTACH PER PLAN I I ( 2x DOWNFRAME TO DOOR AS REQ'D .. SCREWS, PRE -DRILLED & U Z W H Z c- U O LSTA18 HEADER TO n Lu FROM TOP OF WALL a:: COUNTER -SUNK. J �. Q STUDS TYP. BASE TO BOTTOM (4m) 1/4" X 2-3/4" -- W 2 CONNECTION ' 2x8 #2 SPF STUDS AT "` TAPCONS, VERT. TO OU ~ - SHEATHING PER PLAN :. 16" O.C. d.: CMU WALL U W V - 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EA. A' DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE I2X ROD PT Q Z W -r1/2"THREADED END w/ NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN �' PLATE W/ 1/2 x 8 I EA. SIDE OF HEADER Lu W Cn �— _ MSTAM-24 TYP. EA. LINTEL SEE PLAN P• IN CMU. OR SIMPSON • � ` ANCHOR BOLT OR TITEN HD @ 32" O.C. & (CENTERED w/in TOP 2 4 SIMPSON SDS O � O SIDE OF EA. STUD. META16 6" FROM EACH END PLATE & 6" FROM JAMB STUDS) w/ MIN 7" SCREWS, PRE -DRILLED CL CENTERED BETWEEN &COUNTER -SUNK. FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU EMBED. INTO SLAB ONLY REQ'D @BRG_ 0 z FOR REQ'D FLASHING WALL W/ UPLIFT Q m RO TRELLIS ATTACHMENT o J c = 11 2x8 RIDGE BOARD SIMPSON DTC, (2)' 8d -- HEADER STUDS PER = 0) r HEADER SCHEDULE O 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, U.N.O. ON PLANS Z Z h WAY UP HEIGHT OF (4) 8d NAILS TO TOP PLATE Z LU VALLEY. FASTEN w/ (5)3:0 a 10d COMMON NAILS @ I I ~ Q LLI EACH END (TYP.) 0,O ATTACH JAMB STUDS ❑ � 2x6 RAFTER TO 2x8 TRUSS PER PLAN OAF 0,4 I PER WF08/SD4 O 0 1 RIDGE BOARD W/ A35 TRUSS PER PLAN N�j�G p 0 ON (1) SIDE OF Z N RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) I w Gl W-'�j Z (AS SHOWN) I 3/16 x 2 3/4 TAPCONS p U J❑ 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON W '„ 0 2x4 SYP #2 BLOCKING, META16 w ') Q FASTEN SYP OR SPF 0 �^ @ 24" O.C. W/ 2 12d P.T BASE PLATE 2x6 (MIN.) PLATE THRU O END NAILS @ EACH SHEATHING PER PLAN END. U Li W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) To STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALL , W / Lu JOB No. TM - 2150966 2x PLATE WITH. SIMPSON MTS12 OR SCALE: AS INDICATED LSTA12 & (5) 8d NAILS ---- DATE: �u �• N 08-18-15 @ EA. RAFTER TO PLT. .r'� X15-2762 ON -BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 3/4"=1'-0" 1/2"=1'-0" SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. ATTACH 2x STUDS TO - TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: W 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN PENETRATION OF Q 0 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION I-- Q MORE THAN 50% OF NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE z TOP PLATE WIDTH 2 1/2 EDGE OUTSIDE (2) 2x4 s w BOTTOM PLATE w/ (4) 4 INSTALL SIMPSON PROVIDE 2x4 ON TOP )TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +!- 1/4" PER IL p 2x4 STUDS PER OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & FRAMING PLAN TOP PLATE ATTACH W/ Lu NAILS TYP. TOP &BOT. ATTACH PER NAILING 10d NAILS O.C. PATTERN ON THIS 'I 'I 10d x 3"DOUBLE 10d @ 3 O.C. (SOLID BLOCK W/ 2x6) DETAIL10d x 3 COMMONzWNTOP SPLICE Tar - (2) Z p 2 1/2'0 z w U2.. _O z 0 w 2 1/4" (D - z W 1 1/2" z = z N ¢ - Z a x<. ooel? 00, Q DISTA DETAIL TYPICAL TOP PLATE SPLICE @ BRG. WALL • w N � Q' N pp OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING BEYOND 72 INSTALLED VERTICALLY. 2x4 BEYOND AGAINST 8" M��! F- _ N N Q r N w W --�--UCS -- -�_-TF IF- wZ JQ 2X8 STUDS _ Nu> 10d x 3 COMMON vJ Q - II I I II II II ROOF SHEATHING, o Q� U) II w a w p r �? J_ Z 0 III ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3 COMMON OPP. U N WALL SHEATHING O U U (1) SEE TRUSS PLAN FOR III III II II I SPLICE, SEE SPLICE Q AT CORNER NAILS ((2) ON EA. SIDE) ' SIDE z z w z DETAIL. MAX 1/8" 0 W DOUBLE TOP PLATE III OPENING III II II II 4 EBETWEEN w/ (2) 16d END NAILS s~ W}PANE III TYP. AT ALL EXTERIOR O U U 0 ¢ Q cn 10d x 3" OPP. SIDE Z III 3 III U) 2x BLOCKING W/ (2) III TYP. III II II II CONDITIONS NAIL BOTTOM PLATE z z I I a I I a I I ? a cn cn 0 III AROUND I I I I I I I I 2x STUDS BEYOND, _j � o ca OPENING TO CORNER STUD Q U- - ---- - 2x12 BOX HDR w/ 2x8's III III III II II II III II II I INFO w 2 –I-1— - _T�— x x PACK w/ (4) 10d NAILS a U)co m IIII O II II II �- '" O ui H M E IIII II II III II II II 2x8 STUDS PER co o= p II LI IILI 1�1L- 1� ��L�� TOP &BOT., 2x8 TO JU- OO o0 - --- � �� --------- FRAMING PLAN - - ----� 10d x 3"COMMON C'42 N0 NCE PER 0 FLOOR SYSTEM CO u - _O "U _7 TOP SPLICE OPP. SIDE CUTTO FIT TO FIA - OPENING SIZE7 1 BEYOND SEE PLAN r SHEATHING DIAGRAM 2x12 w/ 10d X 3" NAILS F1 EXTERIOR SHEATHING SCHEDULE j N.T.S. @ 24 O.C. w/ EXT. 2x4 #2 SPF TOP PLATE CORNER TRANSITION (2) 2x4's (2) 24's (2) 2x8's W w OU Q F -O � w Z ! - ROOF TRUSS - SEE DOUBLE 2x8 TOP TOP PLATE TRANSITION INSIDE PLY NAILS NAILED AT 8 O/C (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT PLATE SHEATHING PER BLOCKING @ 24" O.C. fi O F0 TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN z �>s� r l l's riJ,, Lu N SHEATHING PER PLAN 4 r �r� o 1 3/8"*� ` r z z 01 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS w Q @ 3" O.C. ROOF SHEATHING, 4cv U 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON A '' = NAIL SPACING FASTEN PER PLAN . ®`. O °I Ol" `SCq OV SC ROOF SHEATHING, NAILS @ 3 O.C. `'x� FR< eT ROOF SHEATHING, ?k FR qeT FASTEN PER PLAN • : '�9► _ NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2° �NGTATiQ FASTEN PER PLAN �F/IiG '�T O O COMMON NAILS @ 3" O.C. yop�ss yop�ss >'® rorrrrre® ` RLL ' =� O4 NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON - o - ° Oiy O PLANS ° ti 2x4 FRAMING @ 24" 'S "s;' 111191°"`� 5 Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.MAX. w 2x4 #2 SYP CONT. w/ (2) � , COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 10d x 3 r�l DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS d V PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS m o EXTERIOR SHEATHING HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. O TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY; p O'of�� M @ 4" O.C. USE (2) 1/4" TAPCONS Q a p ^",ifi Jz O (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, H � N - VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES w/ MIN. 2 EMBED. @ cl U �3J o SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. w r BLOCKING GYPSUM WALLBOARD °< W e CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS t7~ OU c O MM JOINT, MAX. 1/8" GAR LEDGERTRUSS PER PLAN 4 F -ti o PER PLAN TO LEDGER = ZT .:mmz 2x4 PT LEDGER W/ U 1/4" x4" TAPCONS 12" 2x4 LEDGER W/ (2) 16d w Z u �` NAILING PER @ 2x FRAME WALL PER NAILS @ 16" O.C. 0 r l O tiC3 SCHEDULE O.C. PLAN `/ H 1 ti� U SEE ELEV. FOR SEE ELEV. FOR z z 2x4 BLOCKING PLACED WOOD/MASONRY Z O FLATWISEO 2 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE �, m 0 NAILS EACH END PLAN (TRUSS SHOWN) > 'Q O SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL cj� z CL am NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF w NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE T F1 YPICAL SCAB OVERHANG 602 LEDGER @ LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS3/4"=1'-0" 1-1/2"=1'-0" U OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING BEYOND 72 INSTALLED VERTICALLY. O --�--UCS -- -�_-TF IF- wZ JQ 6 � vJ II I I II II II ROOF SHEATHING, o Q� U) II I I II II II 0- = 0 �- �? J_ Z 0 III PLAN III II II I WALL SHEATHING 0 _ SEE TRUSS PLAN FOR III III II II I SPLICE, SEE SPLICE Q DETAIL. MAX 1/8" g DOUBLE TOP PLATE III OPENING III II II II 4 EBETWEEN w/ (2) 16d END NAILS s~ W}PANE III III II II Q III 3 III U) 2x BLOCKING W/ (2) III TYP. III II II II EACH END 0 III AROUND I I I I I I I I 2x STUDS BEYOND, _j � o ca OPENING SEE PLAN FOR MORE 12d NAILS @EACH END U- - ---- - 2x12 BOX HDR w/ 2x8's III III III II II II III II II I INFO w 2 –I-1— - _T�— x x -r IIII O II II II �- '" O ui H M E IIII II II III II II II co o= xo II LI IILI 1�1L- 1� ��L�� TOP &BOT., 2x8 TO JU- OO o0 - --- � �� --------- 2x8 #2 SPF VERTICAL C'42 N0 FLOOR SYSTEM CO u - _O "U _7 -m U o - d ui� s PRE-ENGINEERED CUTTO FIT TO FIA 2x BOTTOM PLATE OPENING SIZE7 1 BEYOND SEE PLAN r SHEATHING DIAGRAM 2x12 w/ 10d X 3" NAILS F1 EXTERIOR SHEATHING SCHEDULE N.T.S. @ 24 O.C. w/ EXT. fi O F0 TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN z �>s� r l l's riJ,, Lu N SHEATHING PER PLAN 4 r �r� o 1 3/8"*� ` r z z 01 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS w Q @ 3" O.C. ROOF SHEATHING, 4cv U 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON A '' = NAIL SPACING FASTEN PER PLAN . ®`. O °I Ol" `SCq OV SC ROOF SHEATHING, NAILS @ 3 O.C. `'x� FR< eT ROOF SHEATHING, ?k FR qeT FASTEN PER PLAN • : '�9► _ NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2° �NGTATiQ FASTEN PER PLAN �F/IiG '�T O O COMMON NAILS @ 3" O.C. yop�ss yop�ss >'® rorrrrre® ` RLL ' =� O4 NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON - o - ° Oiy O PLANS ° ti 2x4 FRAMING @ 24" 'S "s;' 111191°"`� 5 Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.MAX. w 2x4 #2 SYP CONT. w/ (2) � , COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 10d x 3 r�l DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS d V PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS m o EXTERIOR SHEATHING HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. O TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY; p O'of�� M @ 4" O.C. USE (2) 1/4" TAPCONS Q a p ^",ifi Jz O (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, H � N - VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES w/ MIN. 2 EMBED. @ cl U �3J o SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. w r BLOCKING GYPSUM WALLBOARD °< W e CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS t7~ OU c O MM JOINT, MAX. 1/8" GAR LEDGERTRUSS PER PLAN 4 F -ti o PER PLAN TO LEDGER = ZT .:mmz 2x4 PT LEDGER W/ U 1/4" x4" TAPCONS 12" 2x4 LEDGER W/ (2) 16d w Z u �` NAILING PER @ 2x FRAME WALL PER NAILS @ 16" O.C. 0 r l O tiC3 SCHEDULE O.C. PLAN `/ H 1 ti� U SEE ELEV. FOR SEE ELEV. FOR z z 2x4 BLOCKING PLACED WOOD/MASONRY Z O FLATWISEO 2 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE �, m 0 NAILS EACH END PLAN (TRUSS SHOWN) > 'Q O SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL cj� z CL am NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF w NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE T F1 YPICAL SCAB OVERHANG 602 LEDGER @ LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS3/4"=1'-0" 1-1/2"=1'-0" U OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS � vJ SEE ROOF SHEATHING, 2x4 #2 SPF �? J_ Z 0 PLAN NAIL PER PLAN 2 2x BUILT-UP COL. O SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. Q DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS Q W W U � SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x Q z � o ca @EACH STUD 12d NAILS @EACH END - ---- - 2x12 BOX HDR w/ 2x8's ++x x x O �- '" O ui H M E TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL Q -m U o - d ui� s PRE-ENGINEERED SIMPSON LSTA30 W✓ r 2x12 w/ 10d X 3" NAILS @ 24 O.C. w/ EXT. 2x4 #2 SPF OU Q F -O � w Z ! - ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. _j J co R z R o 8 FRAMING PLAN FOR CORNER CONDITIONS ° WALL TO PRECAST + ++ + NAILING SCHEDULE & w/ (2) 16d END NAILS Lu..,J _ i g CO SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2X8 TO UNDER SIDE OF Z z z v~i � z Q a z O ' SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + + ROOF SHEATHING _ Q 4-' O s CONNECTION c� 16" O.C. MAX. TRUSS w/ 4 12d NAILS O 2x8 w/ (2) 10d NAILS @ x CONNECTION * + U o vi a STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x + + w w Q w N 2x BRG WALL, SEE PLAN .FOR STUD SIZE & TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN a SEE WALL CLIP DETAIL U zZ W J Z H w U O SPACING. MIN (2) 2x SEE FLOOR PLAN FOR r LINTELS TRUSS LINTELS FOR MORE INFO �';. Q p I --O UNDER GIRDER TRUSS' MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN 2x8 #2 SPF VERTICAL O - f - W U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °° @ 24" O.C. w/ EXT SHEATHING PER @ 24" O.C. w/ EXT SHEATHING PER U ~ (1� V 2x BLOCKING w/ 2 1/4" x 3 1/2" O w/ (2) 1/4" x 3 1/2" :. NAILING SCHEDULE & NAILING SCHEDULE & Q W w • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.z (4) 12d NAILS EACH (4) 12d NAILS EACH - _ SIMPSON'LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER W STUD ATTACH 2x TO VERTICALLY VERTICALLY U) 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 O PLAN FOR STUD SIZE & L TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ 2 10d NAILS O @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ 2 10d NAILS @ ( ) 2x8 w/ (2) 10d NAILS SPACING. MIN 2 2x STAGGERED @ 8" Ol.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL O 'UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER � Q m O > fiF1 SECTION @ DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER J Z W O ,"=1 -0 - 3/4"=V-0"' /4 3/4"= V_0 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" '� Lu w 11 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO _ I- W O) �- BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4 X 4'/z p Z SCHEDULE, IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ zzW Z STRAP IS NOT REQUIRED. 16" O.C. MAX.; = O TO GABLE END STUDS w _ CL Vi _I EXT. BEAM PER PLAN ------- — PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3%' SIMPS. SDS SCREWS @ 16" O.C. F- � Q w Q u �d MAX.; 0 p 0 1 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT O C NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) wtoNAILS PER PLY 1/4" x 2 3/4" TAPCONS AT C7 N m EXT. BEAM PER PLAN 12 „ 12 O.G. W 0 W W.. SEE PLAN p �.-. V � HTS20 CLIP FROM POST TO BEAM SIMPSON H3 CLIP c2 11J Q �' O 0 _-- SHEATHING PER PLAN UJ Q _ PLAN VIEWTOP OF POST @ 2x4 SYP #2 LEDGER. W O 1— H TO STUDS OR BEAM w/ (4) 10d NAILS FOR p — PT POST PER PLAN 2 1/4" X 4%" SIMPS. O CONY. FRAMED L) ABU POST BASE PER SDS SCREWS @ 16'"7 MEMBERS ONLY PLAN O.C. MAX.; I- Cf) STRUCTURAL ENG: CFG .0 . 5/8 THREADED ROD w/ TO GABLE END STUDS DRAFTING. . o. NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. � 4 -0" MAX. Q SDS SCREWS @ 16" FASCIA PER Z O.C. MAX.; COMMUNITY SPECS CCL l / SEE TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR , QC CHECK: FOUNDATION \ II � / PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 11/4 PRE-ENGINEERED �`�' � JOB No: TM - 2150966 u INFO ,. �� x 2 3/4 TAPCONS @12 ROOF TRUSSES 24 � S�',,, 3 U) O.C. O.C. MAX. wx A r' >, I �r SCALE: AS INDICATED SIDE VIEW @BASE OF POST DESIGNED FOR , n � -DATE: ' 08-18-15 SIMPSON H3 CLIP SHINGLE ONLY CD01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL - NOT USED # 1 5 • 2 7 6 2 3/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN. DBL. TOP PLATE NOTE: ALL FLOOR PRE-ENGINEERED I KU55 51 KAH - SEt PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS W ¢ Z 0 BE 1/2" GYP BOARD OR STRUCTURAL ENG: CFG SEE PLAN � 15/32" OR 7/16" OSB. ^ w z ATTACH TO FLOOR 3/4" FLOOR SHEATHING SHEATHING PER. PLAN 3/4" FLOO TRUSS w/ 8d NAILS AT 16" O.C. TOP AND p' ATTACH PER NAILING DOUBLE 2x TOP PLATE PRECAST CONC. OR DOUBLE 2x TOP PLATE BOTTOM CHORDS SOLID SHEATHING@ SCHEDULE SOLID SHEATHING @ o DATE: 08-18-15 1 NOT USED 2x STUDS , SEE SHEATHING SHEATHING PER PLAN TYP. @ ALL WINDOWS SHEATHING PER PLAN SD5 2x4 #2 SYP BLOCKING FRAMING PLAN FOR TYPICAL TRUSS TO STRAP W/ (10) 10d TO w 2x BOTTOM PLATE @ 48" O.C. W/ (2) 12d 2x BOTTOM PLATE PER ATTACH PER NAILING HEADER ATTACH PER NAILING HEADER -- AND SEE ARCH PLAN SYS. 42 FL It p TO VERIFY SIZE TRUSSES Z FRAME CONNECTION. STUDS & (8) 1/4" X 2x BOTTOM PLATE W/ SEE ARCHITECTURAL -' LESS THAN 4FT:(1) 2x O w �r TOE NAILS AT EA. END TOENAILS. OPENING PLAN FOR OVERHANG HDR. PER PLAN OR SIM IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d cn 1��iMgfllllrr a N INFO WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING 2x STUDS SEE I REFER TO PLAN FOR (2) 2x SILL AT WINDOW FRAMING PLAN FOR BUILT-UP COLUMN 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER w/ 2x CRIPPLE STUDS ®a6 ®a L SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 mn .a "" Z Z WINDOW AS SPACING AND GRADE INFO. @ AT EA. END NAILED TO � - °�° ( STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x „a 9 U SCHEDULED AND SEE ARCH PLAN ( ) STUD PACK w/ 10d a �, J TO VERIFY SIZE I BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6 T&B (PLYWOOD NAILS@ 8 O.C. THEN CRIPPLES @ 16 O.C. ¢ PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ D w/ (2) 10d TOENAILS EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.C. p INT. FINISH PER PLAN COLUMNS �) T&B (PLYWOOD ® a° PLAN PLAN FOR FLOOR (7) 10d NAILS & 4 1/4 T&B) ATTACH SILL w/ (2) 10d �.1 ® ® " Q MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOENAILS AT EA. END ® W a J PER BEARING WALL FLOOR TRUSSES ARE SHEATHING REQ'D q �+'a , ; -� O . SEPARATE SHEATHING T&B 2 ✓ as � � J 2x BOTTOM PLATE w/ UNDER WINDOW OF SILL (MAX OPEN G f- O� ®a®aa®e®® MID -SPAN BLOCKING I WIDTH 4'-0"). USE A35 ®®s U.N.O. (2) 12d AT 12 O.C. I 2 SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20'- 26' DEEP, USE a 3/4" FLOOR SHEATHING I 1/2 DIA. THREADED ( ) INSULATION PER PLAN ROD WITHIN 6" FROM STRAPS CENTERED @ �1 STRAP w/(20) 16d w OPENINGS GREATER ' ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS a SEE DETAILS WS10, NAILING SCHEDULE NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. 2 -STORY WALL (2) SIMPSON LSTA18 THAN 6 O p WS11 OR WS13 FOR SECTION FOR MORE STRAPS CENTERED (IF TITENS ARE NOT IN : U FLOOR TRUSSES SEE @ ADDITIONAL (2) SIMPSON META16 LINTEL COURSE OR w �o PLAN FOR DEPTH AND INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d . 2x TOP & BOT. SIMPSON LSTA30 w/ Z O 1�� DIRECTION REFER TO R WALL NAILS11 RIBBONS, CONT. (11) 10d TO STUDS ¢ I,I';Y olYlt N INFORMATION THIS MASON Y 11/4OX FILLED 3/4T TENS CELL USE ; ABOVE PLATE U.N.O. M U I'hl' SHEET q FOUNDATION PLAN ) �3� NOTE. ALL FLOOR .Q ;. , :.. °" FOR FTG. (3) 2x STUD PACK _ - --- --. - EXT. SHEATHING ATTACH PER NAILING w o TRUSSES TO BE P.T. IF — °' � INFORMATION FLUSH W/ FACE OF SCHEDULEa M O z NO MOISTURE '` �V SEE FRAMING PLAN Q F.+..1 U a BARRIER (FELT PAPER — —� P, MASONRY MASONRY ATTACHED =i=� ATTACH 2x STUDS W/ NOTE: ALL FLOOR FOR FLOOR _ PER NAILING U _ A 16d NAILS U 6" O.C. 4 2x STUDS OR SIM) IS PROVIDED TRUSSES TO BE P.T. IF CONNECTION SCHEDULE, PROVIDE O NO MOISTURE SEE FRAMING PLAN w O G�ti� BEARING 1/8 GAP BETWEEN STANDARD CORNER A -A FOR FLOOR O r l H tiS1 SEE PLAN BARRIER (FELT PAPER cn �.,/ ¢ G9 U SHEATHING AND CONNECTION OR SIM) IS PROVIDED Z MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR O z LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR MASONRY WALL PER ( ) BELOW JAMBS BEAM > O � Q FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d O STOPPING AT 1000 SQ SINKERS AND 14 Y4'"X2 Y4' TITENS TO MASONRY MASONRY WALL SEE FT MAX: DRAFT ( ) M PLAN FOR MORE INFO 'i -INTEL AS PER PLAN STOPPING MATERIALS UJ ,a MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fis*HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM WD. HD. HT. CONNECTIONS BE 1/2" GYP BOARD OR STRUCTURAL ENG: CFG SEE PLAN � 15/32" OR 7/16" OSB. ^ z ATTACH TO FLOOR 3/4" FLOOR SHEATHING SHEATHING PER. PLAN 3/4" FLOO TRUSS w/ 8d NAILS AT 16" O.C. TOP AND SIMPSON MSTAM36 ATTACH PER NAILING DOUBLE 2x TOP PLATE PRECAST CONC. OR DOUBLE 2x TOP PLATE BOTTOM CHORDS SOLID SHEATHING@ SCHEDULE SOLID SHEATHING @ o DATE: 08-18-15 1 NOT USED 2x STUDS , SEE SHEATHING SHEATHING PER PLAN TYP. @ ALL WINDOWS SHEATHING PER PLAN SD5 2x4 #2 SYP BLOCKING FRAMING PLAN FOR TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE @ 48" O.C. W/ (2) 12d 2x BOTTOM PLATE PER ATTACH PER NAILING HEADER ATTACH PER NAILING HEADER 04 AND SEE ARCH PLAN SYS. 42 FL p TO VERIFY SIZE TRUSSES Z FRAME CONNECTION. STUDS & (8) 1/4" X 2x BOTTOM PLATE W/ 3/4” FLOOR SHEATHING EXT FINISH PER PLAN 3/4" FLOOR SHEATHING F AGAINST TRUSS ,� Q Z O VERTICAL @ 48" O.C. 2x STUDS , SEE VERT REINF. BEYOND 2x STUDS W/ (3) 12d NAILS EACH PRE -ENG FLOOR SEE STANDARD 2-1/4„ TITEN SCREWS ATTACHED PER END ATTACHED PER �<<S U) W U�<sy H Z GIRDERS: BLOCK MASONRY WALL PER WALL, STUDS @ 16" SCHEDULE, PLAN � CONNECTOR NOTES TO LINTEL COURSE. O.C. W/ (2) 16d NAILS @ NAILING SCHEDULE ; NAILING SCHEDULE SIMPSON LSTA30 tiFFT SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 FFr SIMPSON SP4 w/ (6) 1Od p O SEE FOUNDATION (MAX) CONNECTOR FIN. FLR. PLAN FOR MORE INFO 1/2 GYP. CLG BD OR SCHEDULE FOR 1/2 GYP. USE SIMPSON ( OOR ; CONNECTION STRAP (MAX 10 xl-1/2" @ 24" O.C. STRAP (MAX 10° x 1-1/2" @ 24" O.C. r (2) ROWS 8d NAILS @ IN GARAG GRADE TOP OF TOP PLATE TO BOTTOM PLATE. . MASONRY WALL PER 3" O.C. WALL MASONRY C� z0 I- cn � � U ¢ z °' ' MSTCM60 STRAP W/ SHEATHING TO PLAN A35 EA. END ANGLE) W/ (22) 10d NOTE: ALL FLOOR ANGLE) W/ (22) 10d NOTE: ALL DETAILS FOR FTG INFO TRUSSES TO BE P.T. 1F 1/8" GAP BETWEEN TRUSSES Z _ O ~ ° 0 NO MOISTURE REFER TO PLAN FOR (20) 16d SINKERS & (14) 2x BLOCKING FOR BARRIER (FELT PAPER NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 2x SPF TOP PLATE w LL KNEEWALL OR SIM) IS 0 /. ~ 2 12d 12" O.C. O @ BUILT-UP COLUMN �� 1/4 X 2-1/4 TAPCONS " (2) 12d @ 12 O.C. OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN p O () J Z R o $ TOENAILS EA. END INFO. FOR TRUSSES 20" TO SYP #2 IN 3", THEN RUN DOWN DOUBLE BOTTOM 3", THEN RUN DOWN _ W Z Q ¢ co Z Oo E 2x SYP #2 RIBBON MIN ( 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER - SEE 2ND (D Ljj O o 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM PRE -ENG. FLOOR (IF TITENS ARE NOT IN (2) H5 EA. FLOOR HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. Z Q 0 5 a . cn RIBBON TO BE PT IF SYSTEM - IF NO FLOOR LINTEL COURSE OR TRUSS TO DOUBLE EXTERIOR SHEATHING HEADER SIZE & REQ'D HEADER SIZE & REQ'D p N -' a BRG DIRECTLY ON BRG DIRECTLY ON SYSTEM INSTALL KNEEWALL & PROVIDE INTO FILLED CELL USE " (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS JAMB STUDS J 0 p U N CMU CMU SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TOEXTERIOR FLOOR TRUSS SEE TO BOT. RIBBON, NAIL q` SHEATHING m (2) ROWS 8d NAILS @ UNDER COLUMN U.N.O. ;; \ .. FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP PLAN U.N.O. t— N IF HEADER IS UPSET TO BOT. RIBBON, NAIL — 3 O.C. WALL I SHEATHING TO EA. ABOVE PROVIDE SOLID Lu CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN SHEATHING TO SEE PLAN FOR RIBBON LLI BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR y h FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL O IF HEADER IS UPSET � 2x RIBBON OR Z — _ ..� OR LVL GIRDER COL. EVEN WITHIN MASONRY OR MTS12 MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ 2 10d ( ) AND WINDOW IS w FLOOR �� 1/8 GAP BETWEEN AT W 00D NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE OR (3) 16d. TOENAILS STUD PACK w/ 10d TOENAILS. EXT. LOWER: 1 2x O SILL SHEATHING & CMU TRUSSES TO BE P.T. IF NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d w TO BE P.T. IF URE MASONRY OR FRAME NO MOISTURE g TRUSSES TO BE P.T. IF11 STUDS @ 16 O.C. LESS THAN 4FT:(1) 2x WAN ALL PER PL TOENAILS. EXT. O 0Z NO MOISTURESO BARRIER FELT PAPERfi TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O OR SIM) IS PROVIDED HEADER OPENINGS z z m SEE ARCHITECTURAL -' LESS THAN 4FT:(1) 2x O w �r TOE NAILS AT EA. END TOENAILS. OPENING PLAN FOR OVERHANG HDR. PER PLAN OR SIM IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d cn 1��iMgfllllrr a N INFO WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING 2x STUDS SEE I REFER TO PLAN FOR (2) 2x SILL AT WINDOW FRAMING PLAN FOR BUILT-UP COLUMN 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER w/ 2x CRIPPLE STUDS ®a6 ®a L SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 mn .a "" Z Z WINDOW AS SPACING AND GRADE INFO. @ AT EA. END NAILED TO � - °�° ( STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x „a 9 U SCHEDULED AND SEE ARCH PLAN ( ) STUD PACK w/ 10d a �, J TO VERIFY SIZE I BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6 T&B (PLYWOOD NAILS@ 8 O.C. THEN CRIPPLES @ 16 O.C. ¢ PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ D w/ (2) 10d TOENAILS EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.C. p INT. FINISH PER PLAN COLUMNS �) T&B (PLYWOOD ® a° PLAN PLAN FOR FLOOR (7) 10d NAILS & 4 1/4 T&B) ATTACH SILL w/ (2) 10d �.1 ® ® " Q MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOENAILS AT EA. END ® W a J PER BEARING WALL FLOOR TRUSSES ARE SHEATHING REQ'D q �+'a , ; -� O . SEPARATE SHEATHING T&B 2 ✓ as � � J 2x BOTTOM PLATE w/ UNDER WINDOW OF SILL (MAX OPEN G f- O� ®a®aa®e®® MID -SPAN BLOCKING I WIDTH 4'-0"). USE A35 ®®s U.N.O. (2) 12d AT 12 O.C. I 2 SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20'- 26' DEEP, USE a 3/4" FLOOR SHEATHING I 1/2 DIA. THREADED ( ) INSULATION PER PLAN ROD WITHIN 6" FROM STRAPS CENTERED @ �1 STRAP w/(20) 16d w OPENINGS GREATER ' ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS a SEE DETAILS WS10, NAILING SCHEDULE NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. 2 -STORY WALL (2) SIMPSON LSTA18 THAN 6 O p WS11 OR WS13 FOR SECTION FOR MORE STRAPS CENTERED (IF TITENS ARE NOT IN : U FLOOR TRUSSES SEE @ ADDITIONAL (2) SIMPSON META16 LINTEL COURSE OR w �o PLAN FOR DEPTH AND INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d . 2x TOP & BOT. SIMPSON LSTA30 w/ Z O 1�� DIRECTION REFER TO R WALL NAILS11 RIBBONS, CONT. (11) 10d TO STUDS ¢ I,I';Y olYlt N INFORMATION THIS MASON Y 11/4OX FILLED 3/4T TENS CELL USE ; ABOVE PLATE U.N.O. M U I'hl' SHEET q FOUNDATION PLAN ) �3� NOTE. ALL FLOOR .Q ;. , :.. °" FOR FTG. (3) 2x STUD PACK _ - --- --. - EXT. SHEATHING ATTACH PER NAILING w o TRUSSES TO BE P.T. IF — °' � INFORMATION FLUSH W/ FACE OF SCHEDULEa M O z NO MOISTURE '` �V SEE FRAMING PLAN Q F.+..1 U a BARRIER (FELT PAPER — —� P, MASONRY MASONRY ATTACHED =i=� ATTACH 2x STUDS W/ NOTE: ALL FLOOR FOR FLOOR _ PER NAILING U _ A 16d NAILS U 6" O.C. 4 2x STUDS OR SIM) IS PROVIDED TRUSSES TO BE P.T. IF CONNECTION SCHEDULE, PROVIDE O NO MOISTURE SEE FRAMING PLAN w O G�ti� BEARING 1/8 GAP BETWEEN STANDARD CORNER A -A FOR FLOOR O r l H tiS1 SEE PLAN BARRIER (FELT PAPER cn �.,/ ¢ G9 U SHEATHING AND CONNECTION OR SIM) IS PROVIDED Z MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR O z LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR MASONRY WALL PER ( ) BELOW JAMBS BEAM > O � Q FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d O STOPPING AT 1000 SQ SINKERS AND 14 Y4'"X2 Y4' TITENS TO MASONRY MASONRY WALL SEE FT MAX: DRAFT ( ) M PLAN FOR MORE INFO 'i -INTEL AS PER PLAN STOPPING MATERIALS UJ ,a MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fis*HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM WD. HD. HT. ' BE 1/2" GYP BOARD OR STRUCTURAL ENG: CFG SEE PLAN � 15/32" OR 7/16" OSB. H z ATTACH TO FLOOR 3/4" FLOOR SHEATHING SHEATHING PER. PLAN 3/4" FLOO TRUSS w/ 8d NAILS AT 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHE PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING S POWERS STEEL SILL DATE: 08-18-15 1 NOT USED 2x STUDS , SEE SHEATHING SHEATHING PER PLAN TYP. @ ALL WINDOWS SHEATHING PER PLAN SD5 2x4 #2 SYP BLOCKING FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FL p TO VERIFY SIZE TRUSSES Z CHEDULE SCHEDULE 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12" O.C. Q VERTICAL @ 48" O.C. 2x STUDS , SEE VERT REINF. BEYOND 2x STUDS W/ (3) 12d NAILS EACH PRE -ENG FLOOR ATTACH PER NAILING END TRUSS OR FIELD U) W U FRAME 2x4 KNEE GIRDERS: BLOCK MASONRY WALL PER WALL, STUDS @ 16" SCHEDULE, PLAN � SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ $ r qtr. CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SPACING AND GRADE SEE FOUNDATION (MAX) CONNECTOR FIN. FLR. PLAN FOR MORE INFO 1/2 GYP. CLG BD OR SCHEDULE FOR 1/2 GYP. — ( OOR (2) 5/8" TYPE "X" WHEN I; CONNECTION (2) 5/8" TY A` <,� : 4.: AND SEE ARCH PLAN IN GARAGE (2) ROWS 8d NAILS @ IN GARAG GRADE TOP OF TOP PLATE TO BOTTOM PLATE. . MASONRY WALL PER 3" O.C. WALL MASONRY C� z0 I- cn � � U ¢ z °' ' PLAN I..' SHEATHING TO PLAN A35 EA. END SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL DETAILS FOR FTG INFO TRUSSES TO BE P.T. 1F 1/8" GAP BETWEEN TRUSSES Z _ O ~ ° 0 NO MOISTURE SHEATHING & CMU NO MOIST 2x BLOCKING FOR BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER ( BEARING WALL PER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS 0 /. ~ 2 12d 12" O.C. O @ 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 3/4"=1'-0" 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN cm @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2 FROM T&B) f e SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z IL w a a w SLOPE CONTRACTOR TO .. PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED 3/4"=1'-0" HANDRAIL BY OTHERS — SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN 3/4"=1'-0" R D CLG STRUCTURAL ENG: CFG p � DRAFTING: H z -STRUCT: AML ,uu ca p QC CHECK: CC 1 JOB No. TM - 2150966 py SCALE: AS INDICATED _ ... . -ill W DATE: 08-18-15 1 NOT USED SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN SD5 PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING p Z CHEDULE SCHEDULE NAILING SCHEDULE. SCHEDULE SHEATHING PER PLAN Q ( 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ATTACH PER NAILING J U) W U FRAMING PLAN FOR GIRDERS: BLOCK ,SEE FRAMING PLAN FOR SCHEDULE, � $ r SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM Z O ( c� N w UJ��'� 8 OOR AND SEE ARCM PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOP OF TOP PLATE TO BOTTOM PLATE. Q C� z0 I- cn � � U ¢ z °' ' @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN U W Z _ O ~ ° 0 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ BEARING WALL PER O 0 ~ 2 12d 12" O.C. O @ SHEATHING/ DRYWALL ATTACHMENT w/ (2) 12d (2) 12d @ 12 O.C. PLAN -� J Z R o $ TOENAILS EA. END SYP #2 IN DOUBLE BOTTOM _ Z Q ¢ co Z Oo E 2x SYP #2 RIBBON MIN ( 22x x4 TO TRUSS w/ 4 ) O H �/ w O o 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM RIBBON TO BE PT IF (2) H5 EA. FLOOR ?� O U 0 5 a . cn RIBBON TO BE PT IF TRUSS TO DOUBLE w Q I— N -' a BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT Z LL! Z p U N CMU CMU SEE TRUSS LAYOUT FLOOR DECKING TO q` —� ~ (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE _ BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP O 0 t— N „ „ PE X WHEN 3 O.C. WALL I SHEATHING TO EA. Q Lu E SHEATHING TO SEE PLAN FOR RIBBON LLI y h BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR Z — _ ..� WALL PER - MASONRY OR MTS12 BLOCKING w/ (4) 16d w FLOOR �� 1/8 GAP BETWEEN AT W 00D NOTE: ALL FLOOR OR (3) 16d. TOENAILS � OD_ SHEATHING & CMU TRUSSES TO BE P.T. IF TO BE P.T. IF URE MASONRY OR FRAME NO MOISTURE g FELT PAPER SEE CONNECTION WAN ALL PER PL BARRIER (FELT PAPER 0Z PROVIDED SCHEDULE OR SIM) IS PROVIDED ,TRUSS PER PLAN z m O > TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONS1 FLOOR TRUSS TO GIRDER CONNECTION z Lu o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" W w _ 11 I - Z QW ~ Wz_0 I=- Q LL O 1 0000 0 CO 0�Nm W J LL co UJ QO_ Wam STRUCTURAL ENG: CFG p � DRAFTING: H z -STRUCT: AML ,uu ca p QC CHECK: CC 1 JOB No. TM - 2150966 py SCALE: AS INDICATED STRUCTURAL ENG: CFG ¢ DRAFTING: H z -STRUCT: AML ,uu ca p QC CHECK: CC 1 JOB No. TM - 2150966 py SCALE: AS INDICATED _ ... . -ill W DATE: 08-18-15 1 NOT USED SD5 2x BRG WALL W/ 2x BRG WALL W/ EXT. SHEATHING 2x4 NAILER W! (2) — SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & �, 2x8 MIN. SPF #2 @ 16" — -- ATTACH PER NAILING 10d NAILS @ 16 O.C. 2nd STORY WALL E— SP1 @BASE. LSTA18 (2) 2x BASE PLATE wC SP1 @BASE. LSTA18 2x8's MIN. SPF #2 @ 16 —EXT. FINISH PER @ O.C. MAX (U F #2 ARCHS O.C: - SEE FRAMING SCHEDULE BOTTOM PLATE NAILS EACH END. Q Q BLOCK ADJACENT i -- ATTACH PER NAILING z O OR MTS12 MAY BE (2) 12d NAILS @ 12 OR MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C. BAYS @ EACH w USED @BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF SCHEDULE DIAGONAL AS SHOWN. EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 2x4 BLOCKING 1/2" GYP. BOARD FASTEN ROOF ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d BETWEEN STUDS W/ w 2x BLOCKING W/ (2) 12d SHEATHING PER PLAN (2) 12d TOE NAILS SHEATHING TO SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 ATTACH PER NAILING BLOCKS W/ 8d NAILS @ TOENAILS EACH END EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4 TAPCONS PER SIMPSON Hl OA @ 6" O.C. o �• SCHEDULE N OR LSTA18 STRAP; CENTER SEE LD02/SD4 FOR EACH DIAGONAL 2x BASEPLATE W/ (2) 3!4" FLOOR SHEATHING STRAP BETWEENMORE INFO. BRACE z 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d ATTACHED PER MASONRY WALL AND 2x8 #2 SYP P.T. SILL p NAILING SCHEDULE PLATE w/ 1/2" EPDXY (5) 16d NAILS BRACE z 3/4" FLOOR SHEATHING TOENAILS EACH END FRAME WALL ANCHOR BOLT OR TO BLOCKING 0 FLOOR TRUSS PER O ATTACHED PER ALL THREAD RODLu (2) 2x4 #2 SYP PLAN J -BOLT W/ MIN. 7 2x8 #2 SYP P.T. SILL 11 MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) ) MASONRY WALL PER GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF MAX. PER PLAN NAILING SCHEDULE BLOCKING w/ SIMPSON 8 °' C.M.U. WALL PER PLAN a (2) 2x4 TOP PLATE PER PLAN SEE ARCHS FOR ROOF 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) � 2x BASE PLATE W/ 12d NAILS TO EACH STUD FINISH 2x8 #2 SYP SILL PLATE EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY W/ Y2 EPDXY ANCHOR PLAN) PLATE ATTACH PER 2x4 CONT. W/ (2) 12d OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER @ 48 O.C.; SEE W/ MIN. 7" EMBEDMENT ROOF SHEATHING EXT. FINISH PER & 6" FROM EACH END ATTACHED PER PROVIDE 2x4 BRACE 175 a BRACE NOT REQUIRED w W (2) 2x TOP PLATE O.H. SIMPSON H2.5 EA. PLAN ITRUSS I PLAN FOR MORE INFO PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" (2) 2x4 #2 SYP MASONRY WALL PER PLAN ON WOOD USE HGA PLAN ARCHS & CONNECTIONS FROM TOP OF WALL TO �\ HUC24-2 EACH END, 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. SEE PLAN FOR GIRDER SEE PLAN FOR WINDOW ATTACHMENT TRUSS DIRECTION L INFO. IF WALL WINDOW SEE PLAN SHEATHING ISN'T CONT. FROM EA.END ANCHOR BOLT OR FOR LOCATION LSTA18 STRAPS ARE 1 WITH ROOF LOAD SDS SCREW @ 16 O.C. FOUNDATION DETAILS 1 1 1 TO EACH ADJACENT w LL O BLOCKING w/ SIMPSON SECTION RAISED HEEL TRUSS fis__,_�SECTION COMBO TRUSS FO WALL SPLICE DETAILS F1 SECTION @ OPEN TO ABOVE USE (4) 10d & (2) 10d �►`�rrat®@@ ' 2x STUDS SEE PLAN z redo. w J -BOLT W/ MIN. 7" STUDS ABOVE ARE FOR CONNECTION @ DIAGONAL, FASTEN 0 U 1 TO ALIGN W/ STUDS HUC24-2 EACH END NAILS. UNDER 1 1 1 L EMBEDMENT @ 32" 1 BASE i 1 1 TO DIAGONAL W/ (2) U U) USE (4) 10d & (2) 10d NAILS. UNDER see PLAN WINDOW JAMBS ONLY see PIAN -�--- 1 1 SHEATHING TO " O.C. & 3 FROM EACH 1 ou 2x4 BOTTOM PLATE, 1 1 16d NAI LS Z WL] 1 2x SPF BASE 1 WINDOW JAMBS USE ^41 ,;; 4 OVERLAP BOTTOM (MIN.) PLATE 1 1/4" MIN. END ,. IF SHEATHING IS NOT CONNECT TO DOUBLE 1 (2) 2x6 w/ HUC26-2. 1 LOW ROOF TRUSS SEE — SEE ARCHS FOR D 1 1 FLOOR SYSTEM 1 CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN KNEEWALL OR BEAM LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND (2) 2x SPF TOP 1x PT NAILER AS REQ'D a ° PLATE, SP8 TOP AND NAILS @ 6" O.C. I 1 O.S.B. TO OVERLAP Q 1 1 1 I I TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH ° 4. 1 • BOTTOM ARE REQ'D ' FOR MORE INFO BOTTOM PLATE 1 1/4 WALL BRACING @ 4$" D I I I STUDS ABOVE ARE TO B CONNECTIONS ALIGN W/ STUDS BELOW TRUSS IS CONT. BRG ° CONT. #5 IN TIE BEAM 1 ' '. I: MIN.) ( O.C. MAX. 45o FROM O -- 2x P.T. BASE PLATE MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) ) MASONRY WALL PER GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF MAX. PER PLAN 8 °' C.M.U. WALL PER PLAN a (2) 2x4 TOP PLATE PER PLAN SEE ARCHS FOR ROOF 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) � 2x BASE PLATE W/ 12d NAILS TO EACH STUD FINISH 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE ROOF SHEATHING W/ Y2 EPDXY ANCHOR PLAN) PLATE ATTACH PER 2x4 CONT. W/ (2) 12d OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN W/ MIN. 7" EMBEDMENT ROOF SHEATHING EXT. FINISH PER & 6" FROM EACH END ATTACHED PER °; ROOF SHEATHING2nd STORY WALL PER ATTACH PER NAILING FLOOR WALL W/ BRACE NOT REQUIRED w W (2) 2x TOP PLATE O.H. SIMPSON H2.5 EA. PLAN ITRUSS I PLAN FOR MORE INFO PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN ON WOOD USE HGA PLAN ARCHS & CONNECTIONS FROM TOP OF WALL TO �\ 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. SEE PLAN FOR GIRDER SEE PLAN FOR WINDOW ATTACHMENT TRUSS DIRECTION L INFO. IF WALL WINDOW SEE PLAN SHEATHING ISN'T CONT. CLIPS @ 24 O.C.) FOR LOCATION LSTA18 STRAPS ARE 1 WITH ROOF LOAD SDS SCREW @ 16 O.C. 1 1 1 LL O SECTION RAISED HEEL TRUSS fis__,_�SECTION COMBO TRUSS FO WALL SPLICE DETAILS F1 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL �►`�rrat®@@ 2x STUDS SEE PLAN z redo. w (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS ID01 LEDGER AT GIRDER OTHERS PLAN 1/2"=1'-0" O"=1'-0" 1„_1�^p., 1"=1'-0” vi � ,� i`ce a � EXTERIOR SHEATHINGo Z Z 2x8 #2 SPF MIN STUDS .. c�,� Q FROM TOP OF WALL1* 4fU @ 16" O.C. PER PLAN C (2) 2x SPF TOP TO BOTTOM OF SILL PRE ENGINEERED PLATE ATTACH PER — NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA END - USE LESS (3) SCREWS FOR 24" SIMPSON LUS26. W LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ TRUSS TRUSS SHOP R PLAN (DRAWINGS — — — — I --fl] 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT'. TRUSS RECESS LEDGER 16d SIDE OF .T. USE (4) LEDGER @ OPEN TO BELOW TRUSSES @ 24" O.C. TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF MAX. PER PLAN 8 EXTERIOR SHEATHING ROOF LINE PER PLAN SEE ARCHS FOR ROOF 2x4 CONT. W/ (2) 12d WATERPROOFING AND 2x BASE PLATE W/ 12d NAILS TO EACH STUD FINISH 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE ROOF SHEATHING W/ Y2 EPDXY ANCHOR PLAN) PLATE ATTACH PER 2x4 CONT. W/ (2) 12d OR J -BOLT @ 32" O.C. ATTACHED PER TO BOTTOM OF SILL PRE ENGINEERED PLATE ATTACH PER — NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA END - USE LESS (3) SCREWS FOR 24" SIMPSON LUS26. W LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ TRUSS TRUSS SHOP R PLAN (DRAWINGS — — — — I --fl] 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT'. TRUSS RECESS LEDGER 16d SIDE OF .T. USE (4) LEDGER @ OPEN TO BELOW 40 om LLS� Lu J d o O U h� b� N rS U �3a d Lu M 0 z Q w U o U Z c U- 0 r l z `./ z�� U p O amCL u.i 0 H U D H W 0 , Z � j 0/1 u LL� �$ 0�+ ui rn � Z 06 w Z F_ "' O QzcnLL WU O Z U~�� O 0 F•- � W Z fD —r .J cn E Z a o w = 4 OOcnv U) p F— w W o _ Z Q < Z O H OLL om U °viaa -O W N Q U 1a- LLVN SEE FOUND. PLAN FOR FTG. REQ.I 1 1 z W Z O 2x6 #2 SYP CONT. Q . LEDGER W/ (2) Y4'x3-1/2" SIMPSON LUS26. USE •< : FLOOR TRUSS; SEE „ r. 0= — (RECESS LEDGER INTO SDS WOOD SCREWS @ I FLOOR GIRDER SEE A 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP O �" N 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR SCHEDULE ON FLOOR PLANS FOR �' PLATE TO HEADER WITH LSTA12 BENT OVER I— TRUSS. VERIFY W/ TRUSS DIRECTION AND O U ITRUSS SHOP FROM EA. END USE (3) I CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q W CONNECTION DETAIL W RAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER Z = O.C. 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL p U) MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER B D tw �.,........ EA. TRUSS, 24" O.C. PLAN Q KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER p MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 0 - OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM � O (C CI nno TmI'IQQ P1nGQ AInT.AI Il -AI r%1M=t TI V z TRUSSES @ 24" O.C. TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF MAX. PER PLAN 12 EXTERIOR SHEATHING ROOF LINE PER PLAN SEE ARCHS FOR ROOF 2x4 CONT. W/ (2) 12d WATERPROOFING AND 2x BASE PLATE W/ 12d NAILS TO EACH STUD FINISH 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE ROOF SHEATHING W/ Y2 EPDXY ANCHOR PLAN) PLATE ATTACH PER 2x4 CONT. W/ (2) 12d OR J -BOLT @ 32" O.C. ATTACHED PER W/ MIN. 7" EMBEDMENT ROOF SHEATHING & 6" FROM EACH END ATTACHED PER ROOF SHEATHING2nd STORY WALL PER ATTACH PER NAILING NAILING SCHEDULE .� (2) 2x TOP PLATE O.H. SIMPSON H2.5 EA. PLAN ITRUSS I PLAN FOR MORE INFO PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING 1 PLAN & CONNECTIONS FROM TOP OF WALL TO �\ 1 BOTTOM OF TRUSS/ TRUSS PER PLAN SEE PLAN FOR GIRDER SEE PLAN FOR WINDOW ATTACHMENT TRUSS DIRECTION L INFO. IF WALL WINDOW SEE PLAN SHEATHING ISN'T CONT. — — — — — — FOR LOCATION LSTA18 STRAPS ARE 1 xxl-- 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 40 om LLS� Lu J d o O U h� b� N rS U �3a d Lu M 0 z Q w U o U Z c U- 0 r l z `./ z�� U p O amCL u.i 0 H U D H W 0 , Z � j 0/1 u LL� �$ 0�+ ui rn � Z 06 w Z F_ "' O QzcnLL WU O Z U~�� O 0 F•- � W Z fD —r .J cn E Z a o w = 4 OOcnv U) p F— w W o _ Z Q < Z O H OLL om U °viaa -O W N Q U 1a- LLVN SEE FOUND. PLAN FOR FTG. REQ.I 1 1 z W Z O 2x6 #2 SYP CONT. Q . LEDGER W/ (2) Y4'x3-1/2" SIMPSON LUS26. USE •< : FLOOR TRUSS; SEE „ r. 0= — (RECESS LEDGER INTO SDS WOOD SCREWS @ I FLOOR GIRDER SEE A 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP O �" N 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR SCHEDULE ON FLOOR PLANS FOR �' PLATE TO HEADER WITH LSTA12 BENT OVER I— TRUSS. VERIFY W/ TRUSS DIRECTION AND O U ITRUSS SHOP FROM EA. END USE (3) I CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q W CONNECTION DETAIL W RAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER Z = O.C. 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL p U) MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER B D tw �.,........ EA. TRUSS, 24" O.C. PLAN Q KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER p MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 0 - OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM � O (C CI nno TmI'IQQ P1nGQ AInT.AI Il -AI r%1M=t TI V z 3/4"=1'-0" �.--/ TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF PLATES U.N.O. EXTERIOR SHEATHING ROOF LINE TRUSSES ARE FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING 2 2x HEADER PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE ROOF SHEATHING2nd STORY WALL PER ATTACH PER NAILING PLYWOOD FLOORING SEE FLOOR FRAMING .� SIMPSON H2.5 EA. PLAN ITRUSS I PLAN FOR MORE INFO SCHEDULE FOR MORE INFO 1 PRE-ENGINEERED �\ 1 TRUSS PER PLAN SEE PLAN FOR TRUSS DIRECTION L & MORE INFO — — — — — — 1 xxl-- 40 om LLS� Lu J d o O U h� b� N rS U �3a d Lu M 0 z Q w U o U Z c U- 0 r l z `./ z�� U p O amCL u.i 0 H U D H W 0 , Z � j 0/1 u LL� �$ 0�+ ui rn � Z 06 w Z F_ "' O QzcnLL WU O Z U~�� O 0 F•- � W Z fD —r .J cn E Z a o w = 4 OOcnv U) p F— w W o _ Z Q < Z O H OLL om U °viaa -O W N Q U 1a- LLVN SEE FOUND. PLAN FOR FTG. REQ.I 1 1 z W Z O 2x6 #2 SYP CONT. Q . LEDGER W/ (2) Y4'x3-1/2" SIMPSON LUS26. USE •< : FLOOR TRUSS; SEE „ r. 0= — (RECESS LEDGER INTO SDS WOOD SCREWS @ I FLOOR GIRDER SEE A 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP O �" N 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR SCHEDULE ON FLOOR PLANS FOR �' PLATE TO HEADER WITH LSTA12 BENT OVER I— TRUSS. VERIFY W/ TRUSS DIRECTION AND O U ITRUSS SHOP FROM EA. END USE (3) I CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q W CONNECTION DETAIL W RAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER Z = O.C. 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL p U) MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER B D tw �.,........ EA. TRUSS, 24" O.C. PLAN Q KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER p MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 0 - OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM � O (C CI nno TmI'IQQ P1nGQ AInT.AI Il -AI r%1M=t TI V z PLATES U.N.O. 2 2x HEADER SEE FLOOR PLAN FOR MORE INFO 1 I 1 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE 1 1 TO ALIGN W/ STUDS BELOW 1 1 1 L 1 i 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. I 1 1 1 1 1 I I (2) 2x HEADER 1 SEE FLOOR PLAN 1 1 ' FOR MORE INFO 2x STUDS SEE PLAN I I I STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW 1 1 1 I: ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 1 1 1 A 1 40 om LLS� Lu J d o O U h� b� N rS U �3a d Lu M 0 z Q w U o U Z c U- 0 r l z `./ z�� U p O amCL u.i 0 H U D H W 0 , Z � j 0/1 u LL� �$ 0�+ ui rn � Z 06 w Z F_ "' O QzcnLL WU O Z U~�� O 0 F•- � W Z fD —r .J cn E Z a o w = 4 OOcnv U) p F— w W o _ Z Q < Z O H OLL om U °viaa -O W N Q U 1a- LLVN SEE FOUND. PLAN FOR FTG. REQ.I 1 1 z W Z O 2x6 #2 SYP CONT. Q . LEDGER W/ (2) Y4'x3-1/2" SIMPSON LUS26. USE •< : FLOOR TRUSS; SEE „ r. 0= — (RECESS LEDGER INTO SDS WOOD SCREWS @ I FLOOR GIRDER SEE A 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP O �" N 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR SCHEDULE ON FLOOR PLANS FOR �' PLATE TO HEADER WITH LSTA12 BENT OVER I— TRUSS. VERIFY W/ TRUSS DIRECTION AND O U ITRUSS SHOP FROM EA. END USE (3) I CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q W CONNECTION DETAIL W RAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER Z = O.C. 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL p U) MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER B D tw �.,........ EA. TRUSS, 24" O.C. PLAN Q KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER p MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 0 - OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM � O (C CI nno TmI'IQQ P1nGQ AInT.AI Il -AI r%1M=t TI V z BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-01, 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 91.011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0„ 1� y RECORD COPY #15-2762 q32 IftA5VP-*- LANt