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380 Red Rose Ln 16-2686 (a)THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA554 SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC IU.H., 200 AMP SERVICE, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO BE CON51DERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYP : LOT TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLA55FICATION. 3 THORNBROOKE 50 s I Ni NST U TI N CE L G CO R C 0: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT5 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 NF TTT ?6nn F1 FV R THE SEPARATION IS A FLOOR -CEILING 455EMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R102.3.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION 12014) R103b.1 AND ASTM C 1063. ALL LATH AND LATH ' 71P AH1JJP9'P )Rnng gir, • ATTACHMENTS 5HALL BE OF CORR0510N-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH GARAGE RIGHT HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR A5 OTHERW15E APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C,R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926, PER F.B.C.R, 5TH EDITION (2014) R103b.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE TAYLO THORNBROOKE 50'5, ELEVATION '5" GARAGE RIGHT UJ/ PLAN OPTIONS INCLUDING: POCKET 5LIIDIN6 DOOR AT FAMILY BOOM, DOU5LE FRENCH DOORS AT DEN, VENT HOOD OUTSIDE, OBSCURE GLA55 WINDOW, VIDEO PORT, CEILING FAN PRE -WIRES 4ND OUTLET IN NON WET AREA. LINE ON EXTERIOR STUD WALLS 1N ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE 5ARRIER5 IN5TALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE R MORRISON BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 6.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE IN5TALLED 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 A5 CONTROL JOINTS. EGRE55: PI AN R FVTgTnNq RECORD COPY I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE85 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: Dj, /\ V n / V I N "' INDEX I. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND R/-� G ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H, APPROVED COV — GENERAL NOTES, INDEX, SPECIFICATIONS CORRO5ION-RE615TANT FLASHING SHALL BE IN5TALLED AT ALL REQUIRED LOCATIONS PER R103.8, WINDOW INSTALLATION: 1 - SLAB INTERFACE PLAN 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN6TRUCTION5. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A1 MAIN FLOOR -PLAN NOTES DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, $OLID CORE (5.CJ OR HONEYCOMB CO E STEEL DO S N T LE55 THAN 1 " TNI K 2 MIMI T FI E ATE DOORS EQUIPPED WITH A SELF CLOSING DE ICE CL e c� x m 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C 0 To 0 J w a I. WIND RE615TANCE OF 45PHALT 5HINGLE6. - A5PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R905.2.61 :..j cn 0 N 0 0) (� V / _j LL P.n 0 m M L L. 00Cc 0i C 0. a:= 0� l0 ) 0���` Zr2a EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION 12014) R103b.1 AND ASTM C 1063. ALL LATH AND LATH ' 71P AH1JJP9'P )Rnng gir, • ATTACHMENTS 5HALL BE OF CORR0510N-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH GARAGE RIGHT HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR A5 OTHERW15E APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C,R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926, PER F.B.C.R, 5TH EDITION (2014) R103b.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE TAYLO THORNBROOKE 50'5, ELEVATION '5" GARAGE RIGHT UJ/ PLAN OPTIONS INCLUDING: POCKET 5LIIDIN6 DOOR AT FAMILY BOOM, DOU5LE FRENCH DOORS AT DEN, VENT HOOD OUTSIDE, OBSCURE GLA55 WINDOW, VIDEO PORT, CEILING FAN PRE -WIRES 4ND OUTLET IN NON WET AREA. LINE ON EXTERIOR STUD WALLS 1N ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE 5ARRIER5 IN5TALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE R MORRISON BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 6.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE IN5TALLED 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 A5 CONTROL JOINTS. EGRE55: PI AN R FVTgTnNq RECORD COPY I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE85 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: Dj, /\ V n / V I N "' INDEX I. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND R/-� G ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H, APPROVED COV — GENERAL NOTES, INDEX, SPECIFICATIONS CORRO5ION-RE615TANT FLASHING SHALL BE IN5TALLED AT ALL REQUIRED LOCATIONS PER R103.8, WINDOW INSTALLATION: 1 - SLAB INTERFACE PLAN 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN6TRUCTION5. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A1 MAIN FLOOR -PLAN NOTES DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, $OLID CORE (5.CJ OR HONEYCOMB CO E STEEL DO S N T LE55 THAN 1 " TNI K 2 MIMI T FI E ATE DOORS EQUIPPED WITH A SELF CLOSING DE ICE 242 -MAIN FLOOR PLAN DIMENSIONS R OR 0 3/B G,ORO E R R D V CL e c� y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. -�� EST. 1994 F� 242 -MAIN FLOOR PLAN DIMENSIONS R OR 0 3/B G,ORO E R R D V CL e c� 2B1 -UPPER FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: MEETS EXCEEDS FEMA FINISHED FLOOR ELEVATION. L9 r PLAN OR FLOOD GARAGE � C C 2B2 - UPPER FLOOR PLAN DIMENSIONS ASP"ALTSHINGLES(IF APPLICABLE): w a I. WIND RE615TANCE OF 45PHALT 5HINGLE6. - A5PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R905.2.61 :..j cn ' ' 2. ASPHALT 6HINGLE5 SHALL ONLY BE U5ED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE6 FROM TWO UNITS VERTICAL IN 2C— INTERIOR ELEVATIONS STAIR SECTION DETAILS 12 UNITS HORIZONTAL (2:12) AND LE66 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, (� V / _j LL P.n REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE ' iA9VFC?R£� 13 ILDIG CiiV_ �SION. A PERMIT ISSUED SHALL, BE CONSTRUED TO BE A LICENSET AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR S ET ASIDE ANY OF 'THE PROVISIONS OF THE TECHNICAL CODES, EBU THEREAFTER ENT LDING OFFICIAL RECOORING A CORRECTION OF ERRORS IN PLANS, NST UCTION OR VIOLATIONS OFT IS CODE COMPACTION TEST REQUIRED Results to be Verified at "S11,1b Inspection #16-2686 ��1LDlN�' SANFORD A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL r %%J111111 /if #0* 3A1 -FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH 5ECTION ,"s� �, •° ® �,����or®® 342 -SIDE ELEVATIONS ROOF PLAN BUILDING SECTION L.n= Co Qpp ®= ELEVATIONS, r CLAY AND CONCRETE TILE (IF APPLICABLE): _ •z ° J THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.15L.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION IN5TRUCTION5, OR = LU : w : d 3A3 - FLASHING DETAILS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH O SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RA5 IIB, lly OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE II; A5TM D 2626, TYPE II; OR A5TM D 1910 OR A5iM D 6380, CLA65 M MINERAL 5URFACED ROLL ROOFING AND SHALL BE IN5TALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH _ 8 •®°•` •• `®�� 3A4 FLASHING DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsr) IS DETERMINED IN ACCORDANCE WITH SECTION R301213 OR THE RECOMMENDATIONS OF RAS IIS, 119 OR 120. 4A MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLIGABLE� B UPPER FLOOR ELECTRICAL PLAN I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE IN5TALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T -O" HIGHER THAN THE ROOF OR RIDGE THAT 1510-0" AWAY OR CL05ER O TUB AND SHOWER AREA5: I. CEMENT, FIBER -CEMENT, OR 5LA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKER5 FOR WALL TILE IN TUB AND SHOWER AREAE, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: w I, PENETRATION, PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 16 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAIN6T DECAY AND TERMITE$. - CONDEN5ATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUT$ SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 6TRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS. GUTTERS WITH DOWN5POUT5 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: a 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIE6 SHALL BE FURNISHED BY 'THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THIS PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE 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, 6ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEA6T 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS 6EPARATING THE DWELLING FROM THE GARAGE SHALL BE CON6TRUCTED OF A MIN. X26 GAUGE (0.48 Invo mm) SHEET 6TEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ' 4. FOUNDATION5 AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 0 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCE$ SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL ro OCCUR A5 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING 5Y5TEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF 5ECTION5 MI411.3. EXHAUST FANS AND VENTING: >= 1. OUTDOOR D16CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D16CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL SPACE, 0 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND $HALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOM$ AND TOILET ROOMS $HALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND 1_15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5006TER FAN MANUFACTURER'S INSTALLATION IN5TRICTION6. WHERE A CLOTHE$ DRYER 5006TER FAN 15 IN6TALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL $HALL BEAR THE WORDS "TH15 DRYER 2600 EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." ° 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: T/ TLE • 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5'PONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODE$ PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTE5, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY _ REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. _ P2Kv 10MA-90% • SHEET • I N (V TAPERED COL. ON 3'-4" H. CONC, BASE N C9 n; I 9 1'4" lm' -m" 1'4" 13'-0" I'-4" x m w 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAXWW W .DAVISBEWS,COM TAMPA • DEIqVER- C to to o a 0 N° o 2 N M N d �- A/C PAD NO.2 0° A/C PAD NO, I >JM L ` °�'� . 0 (VERIFY (VERIFY oro Co LL = ro°' LOCATION) LOCATION) �+ 0 Z 0 ©I • N c+,i co m co 8.. all G.C, VERIFY ACRYLIC ON LANAI � LL ELEVATION (-) 0'-4" FT RECE55 FOR POCKET 5LIDER PROVIDE CONDUIT IN SLAB FOR z 15LAND ELECTRIC I� REFERENCE ELEVATION 'f RU✓IDk WATER FL INF FOR ICE MAKER (+) 0 OI REE LINE OF TILE \ n SEAT A5v, ` J ELEVATION 5HOWER -- I� N Sj'_211 (n II 511 31.111 31-611 -I F OPT, I-OPT,14�'- �GARDENDRYER I I UlASNER TUB / L__JL__J \ ELEVATION HEAD/ I ` UJ.N 1 l ) 0'-4" VALVE M / _..._.. 5 ELEVATION () 0'-4" z LINE OF 3" STEEL 3 _ PIPE FOR CONCRETE C1 BOLLARD BOLLARD A5v, F-. f 1 m I'-2" 1'-2" 1' 2" I' 2" N 2'-4" 8' 0" 2' 4" 5'-4" 8" 20'-8" 8" ELEVATION OIL ELEVATION (+) 0'-0" 3B2 Z'jEL-) 0'-6° PAVER DRIVE /LEAD U1ALK IS' -0" 22'-0" 40'-0" i-18" H. METAL STAND ABY. I SLAB INTERFACE PLAN, GARAGE %RIGH' JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • x m w 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAXWW W .DAVISBEWS,COM TAMPA • DEIqVER- C to to o a 0 N° o 2 N M N d �- >JM L ` °�'� . 0 J.00 oro Co LL = ro°' �) �~ �+ 0 Z 0 JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED uj M CC ca cz 1 00 .� 00 09 0 Cc z CL- uj LAJ ®%e 1 11 1 1 poi "' , LL Ln % W te 'a �40F O: Z- : .� ` '®'ee►eon ��� O a z 0 ce I M0 0 .J o 2600 • TITLE • SLAB INTERFACE PLAN • SHEET y 0• DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAXWW W .DAVISBEWS,COM TAMPA • DEIqVER- -�� EST. 1994 �_�.- uj M CC ca cz 1 00 .� 00 09 0 Cc z CL- uj LAJ ®%e 1 11 1 1 poi "' , LL Ln % W te 'a �40F O: Z- : .� ` '®'ee►eon ��� O a z 0 ce I M0 0 .J o 2600 • TITLE • SLAB INTERFACE PLAN • SHEET y 0• ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * 4 UM. T.O.M. g'-4.1' A.F.F. A.F.F. — — — — — — — — — - — — — — — —-------- 1 BOTT OF LINTEL — BOTT. OF LINTEL 41 8'-0" A,F.F AT 6-0" A.F.F. LANAI G.G. VERIFY ACRYLIC 40'-0"x10'-0" ON LANAI 9'-4" PLT. HT. �@ I e0 I 9-0x8-0 TEMP. PKT. SLIDER A/C PAD NO.2 A/C PAD NO. I (VERIFY (VERIFY LOCATION) LOCATION) T.OM, 9'4" 9'-4" A.F.F. A.F.F. --- BOTT, OFLINTEL �-----` I AT 6-0" A.F.F. I REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN W/ DIMENSIONS BOTT. OF LINTEL --1 AT 8'-0" A.F.F. IL 2 6 5H. 3 - 26 5H. H.B. HD. A"f 8' 0" HD, AT 84" co BRKFST 9'-4" , z 5TORY_ o 10'-10"x8'-9" GLG. VOLUME 9'-4" FLAT CLG. TILE GPT. cym C)FAMILY ROOM MASTER SUITE 34" H. 0 15'-9"x18'-11" 11'-9°x15-1" o GOUNTERTOP KNEE 0 2 -STORY VOLUME 9'-4" FLAT CLG. WALL \\ z NOTE: o I \ \ \ ALL INTERIOR N 0O \ \ ANGLED WALLS t- 1 r O ARE AT 45° (U.NfJ ARCH FROM d "� 3 cue �js� _ I > u� 8'•0" TO 8'-8" u f C3 � � O u,' `� / LINE OF SECOND FLOOR ABV. — VENT HOOD / \ — ro EXTERIOR KITCHEN — 36" H. coNTlNuouS — — 9' 4" I _ R/5_ 9'-4" FLAT CLG. I GRASPABLE CLG. TURN-0UT RAILING `b o I TILE CPT. STAIR DATA: �I I CLG. IS RISERS AT 1 1.31" EACH R/5 9'-411 10.00" TREADS U o — — CLG. i a 9 -4 2 TOY a l s - - CLG. V LU ,- 2-0x6.8 E LANDING I 9'-4" OFT. REF. �, ( CLG. 10 (2)1 6x6-8 24" DEEP I °' owc _ - - EPWDF CLG, - - - I I �°� , - - R/S J -I SLOPING - - - I I ''� \N�`� G. -- FLAT HEADER a GPGLG. M. BATH X AT 8'-0" � - - " — — —. 9 4 9' 4" _ _ CLCz. CLG. ARCH FROM - w — 5 5H. 8'-0 TO 5.6[ ` o TILE SEAT 2 8x6 8 34" H. DINING I ► A ;yoW.G. — _ TEMP. GLS. ON LOW WALL 11'-o"x10'--9" I I 2C 42" LOW WALL 'a UNDER 9'-4" FLAT CLG. GPT. TILE 1 6cg 9'_411 22" H ' COUNTERTOP 9. 41. I a�68 CLG. TUB DECK CLG. I I UTIL.TILE o 9.4 _ __ CLG. 0 FOPT._1 FY -T-, 1 SHOWER GARDEN o INSULATE ABv. 2 - 26 5,I . o o I DRYER (I WASHER I HEAD/ TUB O_ HC,. 411 3' 0 m v VALVE a 6, 6i � Q WALL FLUSH E DR � � -I- — CROWN STANDARFRAMRYE D - - j INSULATE W.H. IN FOYER TO FURRING VENT WALL FLAT HEADER AVERS - - SOFFIT BOTT. /HANSEN � � j OFT. AT V-011 AFF, BOX HANGING,, L.T. AT 8'-4' AT.F" PORCH" IS" H. METAL 36" H. 18'-0"x8'-0" ANGLED SOFFIT �� STAND W/ DECOR<'TIVE 9'-4" PLT. HT. 5EE DETAIL ON /� LINE OF 3" STEEL RAILING (TYh='.) 5HT. 2C (CENTER / PIPE FOR CONCRETE ----- - ---- ---- - ON DRYER BOLLARD ABV. ❑ VENT) �'% 54'64" SOFFIT FOR iA/C DUCT BOTTOM AT TAPERED GOLUMN ON PLAIT HEADER FLAT HEADER _ 9'-411 3'-4" H. A.F.F. GONG. AT 8'-4" .1r,F, AT 8'4" A.F.F. F -- =_ GARAGE AA L_ - - - ~ _J 20'-8"x21'-0" 3B2 54"x22" ATTIC ACGE55 9'-4" PLT. HT. REFER TO SHEET F 2A2 FOR MAIN FLOOR LINE OF GARAGE DOOR IN OPEN POSITION I I PLAN W/ DIMEN51ON5 I I 16-0x1.0 O.H. GARAGE DOOR T.O.M. PAVER DRIVE / LEAD WALK 9'-4" AFF. CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE 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) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 HATCHING LEGEND INSULATE WALL MAIN FLOOR 1453 TYPICAL MASONRY UPPER FLOOR 1159 WINDOW SCHEDULE TOTAL LIVING 2612 WINDOW WIDTHS GARAGE 417 S.F. 2011 2111 37" 5311 144 S.F. TOTAL 50. FT. WINDOW CALL -OUTS Lm 5�LM 0 0 _ oic00 261112 5N 1/2 32 5N 22 5N 32 5N W_ :D 0 ZIV _ 39" 13 5N 1/2 33 5H 23 5N 33 5N p5111 u 14 5N 1/2 34 5N 24 5N 34 5N b Z 0 15 5N 1/2 35 5N 25 5H 35 5W Z 12" s 16 5N 1/2 36 5N 26 5N 36 5N �,.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOWS, Ln W WINX115ZE5 AN[) IN5TALLATION MAY VARY PER O MANUFACTURER AN[) 5PECIFICATION5. Z • REFER TO FLOOR FLAN5 FOR STYLE OF WINDOW U5ED (5INGLE HXi 5W, C45EMENT- C5MT, OR FIXED 61.455= F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * 4 UM. T.O.M. g'-4.1' A.F.F. A.F.F. — — — — — — — — — - — — — — — —-------- 1 BOTT OF LINTEL — BOTT. OF LINTEL 41 8'-0" A,F.F AT 6-0" A.F.F. LANAI G.G. VERIFY ACRYLIC 40'-0"x10'-0" ON LANAI 9'-4" PLT. HT. �@ I e0 I 9-0x8-0 TEMP. PKT. SLIDER A/C PAD NO.2 A/C PAD NO. I (VERIFY (VERIFY LOCATION) LOCATION) T.OM, 9'4" 9'-4" A.F.F. A.F.F. --- BOTT, OFLINTEL �-----` I AT 6-0" A.F.F. I REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN W/ DIMENSIONS BOTT. OF LINTEL --1 AT 8'-0" A.F.F. IL 2 6 5H. 3 - 26 5H. H.B. HD. A"f 8' 0" HD, AT 84" co BRKFST 9'-4" , z 5TORY_ o 10'-10"x8'-9" GLG. VOLUME 9'-4" FLAT CLG. TILE GPT. cym C)FAMILY ROOM MASTER SUITE 34" H. 0 15'-9"x18'-11" 11'-9°x15-1" o GOUNTERTOP KNEE 0 2 -STORY VOLUME 9'-4" FLAT CLG. WALL \\ z NOTE: o I \ \ \ ALL INTERIOR N 0O \ \ ANGLED WALLS t- 1 r O ARE AT 45° (U.NfJ ARCH FROM d "� 3 cue �js� _ I > u� 8'•0" TO 8'-8" u f C3 � � O u,' `� / LINE OF SECOND FLOOR ABV. — VENT HOOD / \ — ro EXTERIOR KITCHEN — 36" H. coNTlNuouS — — 9' 4" I _ R/5_ 9'-4" FLAT CLG. I GRASPABLE CLG. TURN-0UT RAILING `b o I TILE CPT. STAIR DATA: �I I CLG. IS RISERS AT 1 1.31" EACH R/5 9'-411 10.00" TREADS U o — — CLG. i a 9 -4 2 TOY a l s - - CLG. V LU ,- 2-0x6.8 E LANDING I 9'-4" OFT. REF. �, ( CLG. 10 (2)1 6x6-8 24" DEEP I °' owc _ - - EPWDF CLG, - - - I I �°� , - - R/S J -I SLOPING - - - I I ''� \N�`� G. -- FLAT HEADER a GPGLG. M. BATH X AT 8'-0" � - - " — — —. 9 4 9' 4" _ _ CLCz. CLG. ARCH FROM - w — 5 5H. 8'-0 TO 5.6[ ` o TILE SEAT 2 8x6 8 34" H. DINING I ► A ;yoW.G. — _ TEMP. GLS. ON LOW WALL 11'-o"x10'--9" I I 2C 42" LOW WALL 'a UNDER 9'-4" FLAT CLG. GPT. TILE 1 6cg 9'_411 22" H ' COUNTERTOP 9. 41. I a�68 CLG. TUB DECK CLG. I I UTIL.TILE o 9.4 _ __ CLG. 0 FOPT._1 FY -T-, 1 SHOWER GARDEN o INSULATE ABv. 2 - 26 5,I . o o I DRYER (I WASHER I HEAD/ TUB O_ HC,. 411 3' 0 m v VALVE a 6, 6i � Q WALL FLUSH E DR � � -I- — CROWN STANDARFRAMRYE D - - j INSULATE W.H. IN FOYER TO FURRING VENT WALL FLAT HEADER AVERS - - SOFFIT BOTT. /HANSEN � � j OFT. AT V-011 AFF, BOX HANGING,, L.T. AT 8'-4' AT.F" PORCH" IS" H. METAL 36" H. 18'-0"x8'-0" ANGLED SOFFIT �� STAND W/ DECOR<'TIVE 9'-4" PLT. HT. 5EE DETAIL ON /� LINE OF 3" STEEL RAILING (TYh='.) 5HT. 2C (CENTER / PIPE FOR CONCRETE ----- - ---- ---- - ON DRYER BOLLARD ABV. ❑ VENT) �'% 54'64" SOFFIT FOR iA/C DUCT BOTTOM AT TAPERED GOLUMN ON PLAIT HEADER FLAT HEADER _ 9'-411 3'-4" H. A.F.F. GONG. AT 8'-4" .1r,F, AT 8'4" A.F.F. F -- =_ GARAGE AA L_ - - - ~ _J 20'-8"x21'-0" 3B2 54"x22" ATTIC ACGE55 9'-4" PLT. HT. REFER TO SHEET F 2A2 FOR MAIN FLOOR LINE OF GARAGE DOOR IN OPEN POSITION I I PLAN W/ DIMEN51ON5 I I 16-0x1.0 O.H. GARAGE DOOR T.O.M. PAVER DRIVE / LEAD WALK 9'-4" AFF. CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE 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) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 HATCHING LEGEND INSULATE WALL MAIN FLOOR 1453 S.F. UPPER FLOOR 1159 S.F. TOTAL LIVING 2612 S.F. GARAGE 417 S.F. LANAI 400 S.F. PORGN 144 S.F. TOTAL 50. FT. 3633 S.F. MAIN FLOOR PLAN NOTES SCALE: 1/4" = 1'-0" GARAGE RIGH1 JOB NUMBER 26002.215 ° CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED x N w DAVIS BEWS DESIGN GROUP Lo C 00 TAMPA • DENVER. EST. 1994 F�_— _j 0 0) N' h M ON co Lm 5�LM 0 0 _ oic00 5:t0C, � N O N 0 ZIV JOB NUMBER 26002.215 ° CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED uj Q. M N 00 00 014 ra z UJ uj z cn LL r `�®11111111//0 CD �r••e®eeeae®°O•® /� 'yam J� °sv Q 64. -op . ••°e s�illlnle' a 00 W O 001 MF. >= J o 2600 e ° DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLOR DA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. EST. 1994 F�_— uj Q. M N 00 00 014 ra z UJ uj z cn LL r `�®11111111//0 CD �r••e®eeeae®°O•® /� 'yam J� °sv Q 64. -op . ••°e s�illlnle' a 00 W O 001 MF. >= J o 2600 e ° a S Frain& MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH" X 13 w r to U rO II' -S" 2 V OLIXMAR, FLORIDA 34677 813.925.1300 TEL W .m N„ .� W W W.DAVISBEWS.COM TAMPA • DENVER. ` Z ;JM 00:2 J T O _O%Cv0 3�E REFER TO SHEET N _-._0 rO W_ 0n oco Z - 't 2A FOR MAIN FLOOR PLAN IN NOTES `! -- ------ ------ --------------- - - — — — — — — — — — — — — - = a� co - 8n 18n LANAI I I I �o I I v BRKFST �n d, = FAMILY ROOM - - - T MASTER SUITE I = r \\ O \\ m M zs O 1 O _ —� 1.-m11 O I KITCHEN 3.411 811 31-411 61. 3'-11, 5 21 I in I co M � - I I- I o+ _ --K/_l11 PWDR 04i C'mll 5�-V�I 2 -I0' '_/J11� K/ - II — — M. BATH DINING I 811 N 61.211 M UTILo_—J C �_J 4" 6' 6'-6" 4'-6" M.O. 8" 1�17 — — -1 I 2'-4" PORCH I � � I I 1'-2" I' -2"I'-2" 2'-4118' O" 2'-4" GARAGE _.._ --------------------- --------------- ---, m I I I I I I 'k REFER TO SHEET 2AI FOR MAIN FLOOR PLAN W1 NOTE6 31-01' k 16'-0" M.O. 3'-m" 16'-m" 22'-0" 401.011 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH" JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED X 13 w r to U rO 0 2 V OLIXMAR, FLORIDA 34677 813.925.1300 TEL W .m N„ .� W W W.DAVISBEWS.COM TAMPA • DENVER. ` Z ;JM 00:2 J T O _O%Cv0 3�E N _-._0 rO W_ 0n oco Z - 't JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED U.1 1 � M cim O x p 00 N Ct CL_ UJ LL 00 (cri Z, �Lu • U O r" Q '' e�•o®••oosoo® �� ` 0 00 V) ce W z oC 00 2: ry 0 >= M ,J 0 _< LJO 2600 • TI TLE • MAIN FLOOR PLAN DIMENSIONS r DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLIXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. -� EST. 1994- U.1 1 � M cim O x p 00 N Ct CL_ UJ LL 00 (cri Z, �Lu • U O r" Q '' e�•o®••oosoo® �� ` 0 00 V) ce W z oC 00 2: ry 0 >= M ,J 0 _< LJO 2600 • TI TLE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). 2xh EXTERIOR FRAME WALL (UN.O.) CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE 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 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW 611ARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES SCALE: 114° : I'-011 GARAGE RIGHT TYPICAL WOOD FRAME x M w DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE U�o EST. 1994 �— WINDOW WIDTHS 0 _3 20" 24" 3611 48" ul h-- WINDOW CALL -OUTS `L. 6��. � J T 0 0 ` U 20" F`n 1818 .0 . 2018 F.0 . 3018 F.G. 4018 F.6. W 4 h 0-20 2 _ 2.4" � 1820 F.C. 2020 F6. 3020 F.0 . 4020 F.C. 0 J v 36° 1830 5�1 2030 5H 3030 5H 4030 5H z 48" 0 1840 51-( 2040 5H 3040 5H 4040 5H `-' z 60" s 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5W 2060 5H 3060 5H 4060 5H VERIFY R0ZH OPENINGS FOR ALL UJINDOW5, uj LJJ UJINDOUJ 517_E.5 AND INSTALLATION MAY VARY PER IO MANUFACTURER AND SPECIFICATION5. Z REFER TO FLOOR PLANS FOR 5TYLE OF UJINDOUJ lJHD (51NGLE HUNG 5H, CAHMLNT- CSMT, OR FIXED C3LA55- F.GJ ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). 2xh EXTERIOR FRAME WALL (UN.O.) CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE 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 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW 611ARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES SCALE: 114° : I'-011 GARAGE RIGHT • JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED x M w DAVIS BEWS DESIGN GROVP U�o EST. 1994 �— 0 _3 y 2000) L. > PJM `L. 6��. � J T 0 0 ` coo oo �L roc, E 0m 0 4 h 0-20 2 • JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED u L1. M ie .�c 000 ' ® z° CL LU (3 ^`0`®®eel If fill/,/ U - •Sol. • ✓, CrCi"' IV .. r Co a s P� °� ,sneeero`s, 00 (j) neW z Q 0 0 MF� >= J o <_ 2600 PC • TITLE • UPPER FLOOR PLAN NOTES DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLIXWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 �— u L1. M ie .�c 000 ' ® z° CL LU (3 ^`0`®®eel If fill/,/ U - •Sol. • ✓, CrCi"' IV .. r Co a s P� °� ,sneeero`s, 00 (j) neW z Q 0 0 MF� >= J o <_ 2600 PC • TITLE • UPPER FLOOR PLAN NOTES I UPPER FLOOR PLAN DIMENSIONS- 5CALE:GARAGE — - — — — — — — — — X co w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 . 92S .1300 T'EL 813 . 925. 1800 FAX W W W.DAVISBEWS.COM `f'AMI'A •DENVER 0 V/ e7 0 L L 00 �- y0 T U ~o -' 0000) N d , .'- >;Jm ° �E ro= � J T O _0mC0 E L 0 � A N 0 * !p CO0 z-220 40'-0" I 4'-4" 4'-4" 13'-2" I BEDROOM 3 BEDROOM 2 m e _.._:. I I BATH BATH 3— M 5' 9" 101-011 6 cj 3'-m.. 3'-g.. N h 2- __ cn `O I ril / II LOFT DEN BEDROOM 4 (� N 3'.211 __:-- 5'10 -- 5'1fD 4. 910 150 36 28'-4" F -1 L -J L -1 L---- ---- --- - - - - - - - - - - - - - I cA REFER TO 5HEET 251 FOR UPPER FLOOR PLAN W/ NOTES F_----------- -------------� UPPER FLOOR PLAN DIMENSIONS- 5CALE:GARAGE JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED X co w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 . 92S .1300 T'EL 813 . 925. 1800 FAX W W W.DAVISBEWS.COM `f'AMI'A •DENVER 0 V/ e7 0 L L 00 �- y0 T U ~o -' 0000) N d , .'- >;Jm ° �E ro= � J T O _0mC0 E L 0 � A N 0 * !p CO0 z-220 JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED LIJ %1. rn M N 00 0z CL Lu .0 Lu C z ``®er4,e'st1P� � � � �i�ElIlk sUJ CO O:oQ: O : " ,o r 0 0 � °•oseo`, Q 00 V W z 00 o 2600 • TI TLE • UPPER FLOOR PLAN 01MENSIONS • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 . 92S .1300 T'EL 813 . 925. 1800 FAX W W W.DAVISBEWS.COM `f'AMI'A •DENVER EST. 1994 ��-�- LIJ %1. rn M N 00 0z CL Lu .0 Lu C z ``®er4,e'st1P� � � � �i�ElIlk sUJ CO O:oQ: O : " ,o r 0 0 � °•oseo`, Q 00 V W z 00 o 2600 • TI TLE • UPPER FLOOR PLAN 01MENSIONS • SHEET • TRUSSES 101-11-11 ATTIC ACCESS DETAIL SCALE: 1/2" - 1'-0" 51/4" GROWN OPEN MOULDING \ j i `r SMOOTH FINISH W/ SEMI GLOSS PAINT 3 1/4" BASE BD. (#443) i FOYER ARCH (Ap SCALE: 1/4" - I' -m" SCALE: 1/2" - I'-0" FAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A SIZE THAT A SPHERE OF 6 INCHES CANNOT PASS THROUGH OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 3/8 INCHES TO PASS THROUGH HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.B.G.R. - 5TH EDITION (2014). * * * * * * * CEILING 4" DRYER DUCT 0 DRYER VENT DETAIL SCALE: 1/4" - I'-0" 42" H. LOW WALL (TTO HALL 3/4" PLYWD, DECKING - - - - FLOOR SYSTEM G.C. VERIFY FLOOR SHIM AS POP-UP OUTLETS EST. 1994 � REQ'D U �0 BEYOND SYSTEM SYSTEM 10.001 (TYP.) 1" CASING 2x STUDS (PER STD PLAN) BEAM BASE 36" H. O 2 h Q a � 'O BEAM CABINET ..� o Co 1/16 O.S.B. L Elr_s_8 RAILING BACKING 4E'� o 1/2" DRYWALL \ CALI. TOP SCALE: 1/2" - I'-0" FAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A SIZE THAT A SPHERE OF 6 INCHES CANNOT PASS THROUGH OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 3/8 INCHES TO PASS THROUGH HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.B.G.R. - 5TH EDITION (2014). * * * * * * * CEILING 4" DRYER DUCT 0 DRYER VENT DETAIL SCALE: 1/4" - I'-0" 42" H. LOW WALL (TTO HALL UNDER -FAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R, - 5TH EDITION (2014) 8302.1 STAIR SECTION SCALE: 1/4" - 14" PLAN DETAILS - SCALE: 1/4" 14" GARAGE RIGHT 3/4" PLYWD, DECKING - - - - FLOOR SYSTEM FLOOR I" NOSING-- 3/4" PLYWD. DECKING FLOOR EST. 1994 � FLOOR U �0 BEYOND SYSTEM SYSTEM 10.001 (TYP.) SYSTEM \ r o (TYP.) 04 a \ \ BEAM 36" H. O 2 h Q a � 'O BEAM ..� o Co L Elr_s_8 RAILING I 4E'� o \ = Q z�G° Ix - TREADS s 2x8 JOIST 10.00' AND RISERS (TYP.) (TYP,) `. ,,, Z 2x8 LEDGER ,- r > STRINGERS 2x TREADS - w N TO (2) 2x8 J Lu �Q W MASTER __ = BEAMS (2) 2x8 AND Ix RISERS = CO SUITE _ _ _ STAIR TURNS BEAMS I" NOSING z = _ _ 90' (TYP.) (TYP.) STORAGE 2x STRINGERS = _ UNDER STAIRS STAIRS IN LANDING 8 TREADS AT 10.00" EACH FOREGROUND LANDING 8 TREADS AT 10.00" EACH UNDER -FAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R, - 5TH EDITION (2014) 8302.1 STAIR SECTION SCALE: 1/4" - 14" PLAN DETAILS - SCALE: 1/4" 14" GARAGE RIGHT JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED r DAVIS BEWS DESIGN GPOVP x ro w EST. 1994 � U �0 vI N � M 04 a LL • O 2 h Q a � 'O ..� o Co L Elr_s_8 4E'� o z�G° JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED r Lu 6 a0 e z49 o0 N ® 2 ®` Z` u- ® rr rr® I 0) 4 6r w cc s'� rrr®srsrrrr, !� 00 M UO W 1==q neoW z O 0 M J O J 2600 • TITLE • PLAN DETAILS • SHEET 2C DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLUSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.L7AVISBEWS.COM TAMPA • DENVER EST. 1994 � Lu 6 a0 e z49 o0 N ® 2 ®` Z` u- ® rr rr® I 0) 4 6r w cc s'� rrr®srsrrrr, !� 00 M UO W 1==q neoW z O 0 M J O J 2600 • TITLE • PLAN DETAILS • SHEET 2C �c CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED m STYROFOAM _ r, OR EQUAL BRACKET 4" FRONT VIEW SIDE VIEW DECORATIVE BRACKET "B" DETAIL SCALE: 1/2" = 14" 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.5,C.R, - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" 2"- 2 41.011 5Q. u; FRONT VIEW SIDE VIEW TYP. WINDOW/ DECORATIVE TYP. COLUMN DOOR TRIM DETAIL BRACKET A DETAIL DETAIL SCALE: 1/2" : 1'-0" SCALE: 1/2" = I'-0" SCALE: 1/4" - I'-0" 12 DECORATIVE 6D BRACKET "A" SHINGLE (SEE DETAIL) ROOF? ITYP.) STUCCO 1 FINISH B TRIM 12 G.G. VERIFY BD. E6 SHINGLE ALUMINUM OVER ROOF 2x6 5UB-FA6CIA :'lT. HT. (TYPICAL) 54NDING I ECOR4TIVE STUCGO iXED 6HUTTER6 FIN15H 7 `in l 6 = • N �- ca C Z 5EGOND F.F. LINE _ -' N' oLILL I.O.M. N 2N�M 5MOOTN — L W ;�TUCGO 66 ��L'• 00 w tir oEa RF LLL W W z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.5,C.R, - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" 2"- 2 41.011 5Q. u; FRONT VIEW SIDE VIEW TYP. WINDOW/ DECORATIVE TYP. COLUMN DOOR TRIM DETAIL BRACKET A DETAIL DETAIL SCALE: 1/2" : 1'-0" SCALE: 1/2" = I'-0" SCALE: 1/4" - I'-0" 12 DECORATIVE 6D BRACKET "A" SHINGLE (SEE DETAIL) ROOF? ITYP.) STUCCO 1 FINISH B TRIM 12 G.G. VERIFY BD. E6 SHINGLE ALUMINUM OVER ROOF 2x6 5UB-FA6CIA :'lT. HT. (TYPICAL) 54NDING I ECOR4TIVE STUCGO iXED 6HUTTER6 FIN15H 7 `in l 6 = • x as �- ca C U �0 N ++ 5EGOND F.F. LINE _ -' N' N I.O.M. N 2N�M 5MOOTN — L > PJM ;�TUCGO 66 ��L'• 00 PNISNN oEa RF LLL W = a 04 h N SHRED ....___„ 0� Z'��a C:RADE LINE 36" N. —/ ASSUMED) DECORATIVE RAILING (TYP.) SHINGLE ROOF FRONT ELEVATION SCALE: 1/4" - I'-0" PLT. NL 4" BANDING (TYP STUCCO FIN15H DECORATIVE FIXED SHUTTERS (TYP.) I' -I" TRIM 5D, SECOND FF. LINE 6" BANDING (TYP.) co T.O.M. DECORATIVE W BRACKET 111511 _ 6 (SEE DETAIL) (TYPJ COACH LIGHT (TYPJ _ 00 V TEXTURED FINISH ILL MAIN F.F. LINE GRADE LINE (ASSUMED) JOB NUMBER 26002.215 " CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • x as 150 STATE STREAST OLDSMAR, FWRTDA 34677 $13.92.5.1300 TEL $13 . 92S .1800 FAX 'W W W.DAVISBEWS.COM C U �0 N ++ 0 -' N' N N 2N�M a) .— L > PJM 66 ��L'• 00 �c r oEa LLL W = a 04 h 0� Z'��a JOB NUMBER 26002.215 " CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED ELEVATION "B" GARAGE RIGHT • TITLE • FRONT ELEVATION DETAILS r 110 DAVIS BEWS DESIGN GROVPEET' 150 STATE STREAST OLDSMAR, FWRTDA 34677 $13.92.5.1300 TEL $13 . 92S .1800 FAX 'W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 ELEVATION "B" GARAGE RIGHT • TITLE • FRONT ELEVATION DETAILS VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS x �o DAVIS BEWS DESIGN GROVP REQUIRED, PER MANUFACTURER'S SPECIFICATIONS Lo *0 Lo ROOF PLAN CENTER GARAGE DOOR SCALE: 1/6' = 14" OF NET FREE AREA PER VENT. GARAGE / PORCH ROOF VENT REQUIREMENTS * * * * * * * * ------------- -------------- - - ATTIC AREA = 609 SQ. FT. / 300 = 2.03 SQ. FT. 6 QNJM X 144 = 292 SQ. IN. _ LANAI ROOF I I HALF AT UPPER 2/3 ROOF VENTS = 146.16 SQ. IN. I VENT REQUIREMENTS # UPPER 2/3 ROOF VENTS REQUIRED = 2 i 1i6 `r �e VENTILATION CALCULATIONS I 4:124:12 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. I I # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 96.00 SQ. IN. I I ACTUAL SOFFIT VENTILATION = 312 SQ. IN. I I y� I OFF -RIDGE �e VENT (TYP.) I --1 I I UPPER ROOF VENT REQUIREMENTS I RIDGE 6:12 VENTILATION CALCULATIONS i 6:12� I ATTIC AREA =1465 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. I HALF AT UPPER 2/3 ROOF VENTS = 351.60 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.60 SQ. IN. ACTUAL SOFFIT VENTILATION = 743 SQ. IN. I I �4{�F HATCHING INDICATES LINE - OF RECE55 IN TRU55E5 _ u- I n FOR HANGING A/H �— o — ------ -------- ------- � -------- I % I all 4LFM- 7 _j — — — — — — — — — — — —L J — — — I I I I 7 ; I I c� i 6 12 I I I I i I 0 w I z � i AA. i 2LL�Qj0 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING = NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNE55 a W OF ALL R415ED TEXTURED FIN15H BANDING nwc AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C,R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OFENIN6 k+1G;k]fi5/ 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 5H4LL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AN[) WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C,R. - 5TH EDITION (2014) 8312.2 36'-4" (VERIFY W/ TRU55 MANUR) 12 6� 12 a6 -� ROOF TRUSSES AT 24" O.C. (TYPICAL) OPEN LO FT 6, 42" H, LOW WALL 4D t , I f a4 -- FLOOR 5Y5TEM- OPEN T` KITCHEN BEAMPORCH \\1DINING�---.._.. ❑ LINTEL LINTEL BR S LANAI SECTION AA. SCALE: 1/8" = 14" 12 612 a6 /SHINGLE ROOF/ PLT. HT. PLT. HT. '7 SHINGLE 2STUCCO ROOF SHING6, LE FIN15H ROOF�7 all Lu0 fu SECOND F.F. LINE - 4� 8 SECOND F.F. LINE Q4 12 6 T.O,M, STUCCO FIN15H TEXTURED LTExiuREp /TEXTURED TYP. �! FIN15H FIN15H�7 FIN15H� RETURN AT SIDES MAIN F.F. LINE MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" : I'-0" 12 12 6� �- SHINGLE �6 ROOF/ PLT. HT.- F.G. PLT. HT. STUCCO ❑ STUCCO FIN15H FIN15H 12 SECOND F.F. LINE 4* 2 - SHINGLE - a4 * SECOND F.F. LINE cO T.O.M. ROOF -- oo T.O.M. _ tO TEXTURED TEXTURED FIN15H cO FIN15H MAIN FF, LINETEMP L_JMAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" : I'-0" 12 6� a6 SHINGLE SHINGLE ROOF ROOF - - -PLT. HT._ /STUCCO SHINGLE * FIN15H; ROOF o r '6 u fu 12 ---SHINGLE 8 SECOND FF. LINE 8" a4 SECOND F.F. LINE ROOF �- - - - - T.O.M. r T.O.M. co TYP./TEXTURED TEMP. TEXTURED RETURN FIN15HOBS. o� FIN15HAT SIDES MAIN FF, LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" : I'-0" TEXTURED `f FIN15H MAIN FF, LINE ELEVATION "B" GARAGE RIGHT x �o DAVIS BEWS DESIGN GROVP OVER Lo *0 Lo ROOF PLAN CENTER GARAGE DOOR SCALE: 1/6' = 14" GARAGE / PORCH ROOF VENT REQUIREMENTS o VENTILATION CALCULATIONS e� N ATTIC AREA = 609 SQ. FT. / 300 = 2.03 SQ. FT. 6 QNJM X 144 = 292 SQ. IN. 66 j• HALF AT UPPER 2/3 ROOF VENTS = 146.16 SQ. IN. roc O J # UPPER 2/3 ROOF VENTS REQUIRED = 2 o;�C0 HALF AT LOW SOFFIT / EAVE VENTS = 146.16 SQ, IN. LL ACTUAL SOFFIT VENTILATION = 275 SQ. IN. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING = NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNE55 a W OF ALL R415ED TEXTURED FIN15H BANDING nwc AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C,R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OFENIN6 k+1G;k]fi5/ 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 5H4LL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AN[) WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C,R. - 5TH EDITION (2014) 8312.2 36'-4" (VERIFY W/ TRU55 MANUR) 12 6� 12 a6 -� ROOF TRUSSES AT 24" O.C. (TYPICAL) OPEN LO FT 6, 42" H, LOW WALL 4D t , I f a4 -- FLOOR 5Y5TEM- OPEN T` KITCHEN BEAMPORCH \\1DINING�---.._.. ❑ LINTEL LINTEL BR S LANAI SECTION AA. SCALE: 1/8" = 14" 12 612 a6 /SHINGLE ROOF/ PLT. HT. PLT. HT. '7 SHINGLE 2STUCCO ROOF SHING6, LE FIN15H ROOF�7 all Lu0 fu SECOND F.F. LINE - 4� 8 SECOND F.F. LINE Q4 12 6 T.O,M, STUCCO FIN15H TEXTURED LTExiuREp /TEXTURED TYP. �! FIN15H FIN15H�7 FIN15H� RETURN AT SIDES MAIN F.F. LINE MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" : I'-0" 12 12 6� �- SHINGLE �6 ROOF/ PLT. HT.- F.G. PLT. HT. STUCCO ❑ STUCCO FIN15H FIN15H 12 SECOND F.F. LINE 4* 2 - SHINGLE - a4 * SECOND F.F. LINE cO T.O.M. ROOF -- oo T.O.M. _ tO TEXTURED TEXTURED FIN15H cO FIN15H MAIN FF, LINETEMP L_JMAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" : I'-0" 12 6� a6 SHINGLE SHINGLE ROOF ROOF - - -PLT. HT._ /STUCCO SHINGLE * FIN15H; ROOF o r '6 u fu 12 ---SHINGLE 8 SECOND FF. LINE 8" a4 SECOND F.F. LINE ROOF �- - - - - T.O.M. r T.O.M. co TYP./TEXTURED TEMP. TEXTURED RETURN FIN15HOBS. o� FIN15HAT SIDES MAIN FF, LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" : I'-0" TEXTURED `f FIN15H MAIN FF, LINE ELEVATION "B" GARAGE RIGHT JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • x �o DAVIS BEWS DESIGN GROVP Lo *0 Lo TAMPA •DENVER EST. 1994 J OJ ►. �, o e� N 6 QNJM 66 j• roc O J o;�C0 LL > 0 N .._m o�l�� Z -20v JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • DAVIS BEWS DESIGN GROVP 1S0 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813 .925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER EST. 1994 Lij 0: M N CLIV_ Ao O Z U- � 0 v•• 4. e•••epeee••s . 11111 O z 00 L.L (1) z 0 0 oC M J o 2600 TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS -1 BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF #1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL f. TYPICAL FLASHING AT PRECAST A\ 1 r\ r%/ T r P-\ 1 /\ r\ f1 1 1 1- A T 1 1 1\ 1 /'1 Jr MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS OPTION - A )ODEN )ING SILL PLATE SEE NOTE #2 ---' f WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND i CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING AND DECK FLASHING. EXTERIOR FINISH - PER BUILDER i b = L WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS J SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP _ EA. JOIST ........ TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY - EXTERIOR SHEATHING w�cgTy� - FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE �1 WEATHER RESISTIVE BARRIER P9' LZFOR PLATE DETAIL B 10 OPTIONS) \ CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER / WEATHER i i / EXTERIOR RESISTIVE SHEATHING BARRIER � TAPE- / SILL PLATE 2 (ASSEMBLED FLASHING 1 WINDOW) 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING, CEMENT PLASTER STOP WATERPROOF MEMBRANE EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 20" FLOOR TRUSS • x ro 2X8 TRIM BOARD U ro 0 J to 2N0 L ` °��'M 0 ro= 0 J10 o:�C0 l06.0 ° 'ro Z��0 lk\\-STUCCO "J" MOLD 7/16" O.S.B. SHEATHING 0 SEE STRUCTURAL FOR CONNECTORS OUXWAR, FLORIDA 34677 24" FLOOR TRUSS �o TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS N15. • JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • x ro U ro 0 J to 2N0 L ` °��'M 0 ro= 0 J10 o:�C0 l06.0 ° 'ro Z��0 DESIGN GROUP 150 STATE STREET EAST • JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • TI TLE • FLASHING DETAILS II 3 B3 II DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 F---- • TI TLE • FLASHING DETAILS II 3 B3 II SHEATHING TEXTURE FIN15H COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHE51VE FLA5HING AT LOWER N05E OF M.W.W.5. SELF ADHE51VE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR, SELF -ADHERED FLASHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) /— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER -- WIRE LATH L -"- -r— _._... -.. - - .._ _ .. ---- --- SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT- \ 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS /--RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED -- FLASHING DO NOT FLASHOVER SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW SCORED -- -�� RELEASE PAPER SELF -ADHERED FLASHING, /! ro (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF I � THRESHOLD U *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 i/12 ASPHALT SEALANT: WALL SHEATHING ���CONT. GALV. "L" jlr/�/� AEXTEND MIN. OF 6" /��/��� f FLASHING PER TEXTURED, PAIN TC I OUTSIDE OF FLASHING/'' MANUFACTURES EXTER. WALL FII` ' SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP SPECIFIED ALL LEVEL VALLEY - VERTICAL WALL BEAUTY STRIF BY PLAN LOCATIONS) -� AT ENTRY SHINGLE OVEI 6" j FLASHING W/ CONT. GALV. ' FLASHING PEF DIVERTER MANUFACTURI FLASHING: / SPECIFICATIOI OVER ROOF ROOF MATERIAL PER SHINGLES W/" DRIP EDGE ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FASCIA UINDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER / FLASHING VV/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH a•", a .Y SPECIFICATIONS OVER ROOF SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE err: R ROOF SHINGLE PER E CONTRACT R°G FLASHING vrv;% e° ° R°°F °AGK ` ,� �q " ° ✓ METAL DRIP EDGE TO 9R Ys r. 1 BE UNDER r Fy h/ UNDERLAYMENT AT CAULKING \\\ �p �ccgF9OgCAG'<�s ^\ ROOF EAVES , ST/ ✓O/�Oss O. `� c� 5 •;' /jLC,(�/j�<.s�,� -.� -c \k SPP O ENS P TYPICAL ROOF TO ��'vo �'o ZSii 040 PQM \ Q„EN WALL FLASHING DETAIL Fqq oti�o,� 5�" °°`'Ra " °RSA 3\"° N° `'RSE �jkSE co ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN 6"HIGH SPECS. DIVERTER 6 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE �` -- FASCIA FIGURE 3: CORNER DETAIL RAKE METAL DRIP EDGE z2 29^ TO BE OVER 5 2$ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENTAT 14" CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE 7' FIRST STARTER SHINGLE UNDERLAYMENT OR EQUIVALENT -EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. �, ,z---- EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" OF- F I WIDE STRIP OF ASPHALT VALLEY CENTERLINE - RAGING CEMENT. - -------- ---CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE —CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1 ST FLOOR NOTE: �\ i THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST :AM BELOW 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 :I1JA6II'[e1719::ft7 7/16" O.S.B. SHEATHING > KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL ' 1/2" CEMENT PLASTER FINISH \� 2 1/2" PERFORATED °• BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHIN TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. G DETAILS N.T.S. • JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994- x ro w r°0 JLo 0 J ~ vI 2 .N i7 Lm °NLM 0 0 O�DO [L � rn c _;cm o N `o cn (Q n Z'�4 • JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • TITLE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994- • TITLE • FLASHING DETAILS • SHEET • ELECTRICAL <"� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Oip WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I$p 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 i0• RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ,Q EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE /ARBON MONO. COMBO DETECTOR TELEPHONE M TELEVISION (OPTIONAL) Q THEW05TAT 0 ELECTRIC METER -MEL ELECTRIC PANEL –� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �/> ROUGH -IN FOR OPT. CEILING FAN V J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE IN G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 IGF.(.) A5 INDICATED ON PLANS OR A5 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 ABV COUNTERTOP) TELEV151ON... 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, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARM5 SHALL BE' LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. (2) A/C 3'-6"x3'-6" 3'416-6" DISCONN. A/C PAD N0.2 A/C PAD N0. I G.C. VERIFY LOCATION (VERIFY (VERIFY W.P. OF OPTIONAL FLOOD LOCATION) LOCATION) LIGHTS AT REAR — — — — — — -- — — — — — — — - — — — — — — — — — — — — — — — — - L—i ---------------- L -L ROUGH -IN LT FOR OPT. LANAI LT ROUGH -IN FAN/LIGHT -- \ _ ' FOR OPT. 0 < \> FAN/LIGHT W.P. G.Q.I. I db I I PENDANT BRKFST MASTER SUITE (VERIFY LOCATION) I G.C. VERIFY SWITCH / Ul ROUGH -IN RECEPTACLE FOR FOR DISPOSAL 15 FOR OPT. / M GARBAGE DI6PO5AL BELOW SINK FAMILY ROOM FANLIGHT AT 32" \ VENT HOOD TO EXTERIOR G.F.I. 220 V. MICROWAVE — OUTLET +14" \ ,(` (I �–~ .. (SINGLE) KITCHEN AT 3211 SD CM I I UP TO FAN — UP TO LIGHT AND SWITCH — — I CH I I I I L +36" ,O --- I —J (SINGLE PWDR OUTLET) G.C. VERIFY ALL 1 — — — — — — SMOKE DETECTORS / — — — — — — TO BE HARD -WIRED I I * * * * PENDANT I I HORIX. (VERIFY PENDANT _ MAKE-UP LOCATION) ' I I (VERIFY HORIX. LIGHTS LOCATION) I I MAKE-UP G.F.I. M. BATH LIGHTS G.F.I. DINING I ;Q, UTIL. p M I 220 V. JL_ J - p T — L – AT IAT�48 LIGHTS PU5H5UTTON I " \ PORCH W.P. FOR G.D. GF.I, OPENER \ DISC. ■ GF.L GLC. OUTLET — r -! l LIGHT AND — I GARAGE SWITCH IN ATTIC _J -�1 ' GF.I. GLG. OUTLET 200 AMP, FOR GD. OPENER ELEC. ELEC. PANEL METER I r --------------------- G.F.I. --------------------GF.I. W.P. / GRI. FOR T.U.G. AT 461 SERVICE IMG. I \ I I I I \ I I I I \ I I COACH LIGHT COACH \ � LIGHT MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT 4/0 ALU. CABLE A/C MAIN DISCONNECT METER COMBO - SQUARE D DISC. REFER TO FLOOR TYP, 014 AND 012 COPPER TO PLAN FOR NOTED MAIN DISC INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED I PANEL 010 COPPER TO WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD AL50 SERVICE TO BE BONDED L V ° �E TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. (2) A/C 3'-6"x3'-6" 3'416-6" DISCONN. A/C PAD N0.2 A/C PAD N0. I G.C. VERIFY LOCATION (VERIFY (VERIFY W.P. OF OPTIONAL FLOOD LOCATION) LOCATION) LIGHTS AT REAR — — — — — — -- — — — — — — — - — — — — — — — — — — — — — — — — - L—i ---------------- L -L ROUGH -IN LT FOR OPT. LANAI LT ROUGH -IN FAN/LIGHT -- \ _ ' FOR OPT. 0 < \> FAN/LIGHT W.P. G.Q.I. I db I I PENDANT BRKFST MASTER SUITE (VERIFY LOCATION) I G.C. VERIFY SWITCH / Ul ROUGH -IN RECEPTACLE FOR FOR DISPOSAL 15 FOR OPT. / M GARBAGE DI6PO5AL BELOW SINK FAMILY ROOM FANLIGHT AT 32" \ VENT HOOD TO EXTERIOR G.F.I. 220 V. MICROWAVE — OUTLET +14" \ ,(` (I �–~ .. (SINGLE) KITCHEN AT 3211 SD CM I I UP TO FAN — UP TO LIGHT AND SWITCH — — I CH I I I I L +36" ,O --- I —J (SINGLE PWDR OUTLET) G.C. VERIFY ALL 1 — — — — — — SMOKE DETECTORS / — — — — — — TO BE HARD -WIRED I I * * * * PENDANT I I HORIX. (VERIFY PENDANT _ MAKE-UP LOCATION) ' I I (VERIFY HORIX. LIGHTS LOCATION) I I MAKE-UP G.F.I. M. BATH LIGHTS G.F.I. DINING I ;Q, UTIL. p M I 220 V. JL_ J - p T — L – AT IAT�48 LIGHTS PU5H5UTTON I " \ PORCH W.P. FOR G.D. GF.I, OPENER \ DISC. ■ GF.L GLC. OUTLET — r -! l LIGHT AND — I GARAGE SWITCH IN ATTIC _J -�1 ' GF.I. GLG. OUTLET 200 AMP, FOR GD. OPENER ELEC. ELEC. PANEL METER I r --------------------- G.F.I. --------------------GF.I. W.P. / GRI. FOR T.U.G. AT 461 SERVICE IMG. I \ I I I I \ I I I I \ I I COACH LIGHT COACH \ � LIGHT MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED • • x DAVIS BEWS DESIGN GROVP i� J i^ O EST. 1994 F�_- V/ 20 0) Lm >JM L V ° �E O p aJ�^ E0:C0 U. N � L ;:N 0. oNro� Zr�° JOB NUMBER 26002.215 • CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED 2600 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TANiPA • DENVER EST. 1994 F�_- 2600 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • ELCTfRICAL <E'�T- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER *P WEATHERPROOF DUPLEX OUTLET or. F. 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP06E 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 (Q• RECESSED INCANDESCENT LIGHT FIXTURE -C LIGHT FIXTURE WITH PULL CHAIN f� TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) p PU6HBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) 0 THEW05TAT 0 ELECTRIC METER = ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 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 (GRU AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 6WITCHE6.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV15ION... 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, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I, DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.P.4.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. B. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 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 TO BE HARD -WIRED ** ** UP UPPER FLOOR ELECTRICAL PLAN. GARAGE RIGHT • JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED x m Com_ DAVIS BEWS DESIGN GROUP U ro 0 N' N �N� y -(7 r - L ` o LM 0 �co 0 = n co 0 n o�C0 % �- = ro cy .c NfG oro � Z��� TAMPA • DENMM EST. 1994 • JOB NUMBER 26002.215 CAD FILE NAME LOT 3 ISSUED 09-09-16 REVISED 2600 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • Com_ DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OI DSMAK FLORIDA 39677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENMM EST. 1994 2600 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • INDEX OF DRAWINGS SHEET METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, S2 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. SD1 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. TWO STORY DETAILS WIND 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR MASTER UPDATES SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 4(J PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. C 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" &CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1" GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" 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-B3 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 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-63). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 TM - 2153111 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-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT, NO. 2 GRADE SHALL BE USED FIELD REPAIR NOTES 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" O 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 IBY 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 -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR ""EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 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 VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. z z z E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSESIN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 1I= 3000 Fc 1I= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Z STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j - 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL. A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. CEILING CONSTRUCTION TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 LIN A ESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OT OT OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 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. Vis" UNO. 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. INDEX OF DRAWINGS SHEET DESIGN PRESSURES S1 WIND DESIGN LOAD INFORMATION S2 WIND SPEED (ULTIMATE) 139 mph S3 WIND SPEED (ALLOWABLE) 108 mph S4 WIND EXPOSURE B S4.1 RISK CATEGORY II S4.2 BUILDING TYPE V B S5 ENCLOSURE CLASSIFICATION ENCLOSED SD1 INTERNAL PRESSURE COEFFICIENT +/-0.18 SD2 GENERAL DETAILS WIND PRESSURE & SUCTION GENERAL DETAILS EFFECTIVE GENERAL DETAILS SD5 TWO STORY DETAILS (PSF) TWO STORY DETAILS WIND GENERAL STAIR DETAILS MASTER UPDATES NUMBER H VALUE DENOTES PRESSURE AREA (SQ FT) INTIALS 1 6/3/2015 - VALUE DENOTES SUCTION EA AREA 4(J O 10 (+) 21.2 (+) 21.2 Z O (-) 22.9 -) 28.3 O 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 OJ (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 LLI (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ in SUCTION DIAGRAM 5 5 4 4 a� 55 �✓ STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET (D 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 Z 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 0 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 J TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 6/3/2015 CREATED ELEV. A,B,C AND MINOR OPTIONS EA �r � ��� W re) ��® �. > 4�v 0000000 ,% ��.®.000 04,00®� j/ ice® LLj 00 0 0 (f)J� W Y Z 06 c1®0 N Z U' I co2' e V V, o #W- cr: J 0-X 00 (�wz_CO Z C z ❑ O z z 5 wF-z E - �-ofo�aa �__z N U N Q > w J = LLI Z O ❑ 0 O W CD OJ Lw = L Q LLI L5 tl 000 t0 in 0 U Z ui W �0 - (D LIJ cr Z cl 0 STRUCTURAL ENG: CFG DRAFTING: J -STRUCT: .- TNT --__..... _.__._ __._...._ .. QC CHECK: MB JOB No. TM - 2153111 m AS INDICATED DATE: 9/13/2016 0 w O -- U_ W LU H W L O U) Z ,191111/® o`®�®®e{`®®°®i�® �h � ��� W re) ��® �. > 4�v 0000000 ,% ��.®.000 04,00®� j/ ice® LLj 00 0 (f)J� W Y Z 06 c1®0 -� Z U' I co2' e V V, o #W- cr: J 0-X 00 (�wz_CO C z ❑ _ _ W � C � Z � 0 (f)J� W J .�- opt Z 06 °' w ZF-Mti E J U' a Z�LL 0) G z 0-X 00 (�wz_CO C J :)Q U) XZXa oo�� �. - z z 5 wF-z E - �-ofo�aa � N U N Q > w J = LLI Z O ] Z O C CD OJ Lw = _ _ C = LLI M ] Z Z uj OJ = Q LLI 000 t0 0 i J Z ui W �0 - cr a. STRUCTURAL ENG: CFG DRAFTING: -STRUCT: .- TNT --__..... _.__._ __._...._ .. QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 si a u FOUNDATION PLAN 1/4" E70X 5"x5"x3/8" THICK A36 STEEL BASE PLATE 2" SCH. 40 STEEL PIPE FILLED W/ 2500 PSI CONCRETE. BOLLARD TO BE MIN, 3FT TALL 5"x5"x3/8" THICK A36 - STEEL BASE PLATE CONCRETE SLAB PER PLAN 1" TYP. a: i SECTION A -A A BOLLARD DETAIL O i0 A in 2" SCH. 40 STEEL PIPE FILLED W/ 2500 PSI CONCRETE. BOLLARD TO BE MIN. 3FT TALL (4) 1/4" x 3-1/4" SUP -R -STUD FASTENERS W/ MIN. 1-1/2" EMBEDMENT INTO CONCRETE 1/4" E70X (4) 1/4" x 3-1/4" SUP -R -STUD FASTENERS W/ MIN. 2-1/4" EMBEDMENT INTO CONCRETE 3/4" = 1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3"ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND Ill 0 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR), THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE 1O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"'x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 8>—BA32"x32"x12" dp w/ #5's EQUALLY SPACED EA. RS WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. & 3" MIN. COVER TO EDGE OF CONC. O36"x36"'x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O48"x48"'x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"'x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. W z O_ i-- Z op w Lu o U U (n O W Z J_ m O J LL LU W LL Lj a) 00000000 COO 1'. o) '•• /(� s=ue— LLl 00 c I O a- : W t� J o en w �C O: _ 1 '00 2Q Z yO ®Cq ID <� b CL Lu <C®•••S .® W z Q *011111111111%0�'e ®�`® o rm LL �0% Z cn J V' U) U J W Z 06 w 0LUMti pE JU O ZUi -u -T" UPovi� Z 0�0:°N I— J u�iwzXo8 U) 0Fgwuio D z Z Q�ZZ E OO • O0 Ea N LIJ I— ON LL�jN¢ O - J p Z 01 LL ?W W �0% cn C a M A - W M Z pa0 Q W i o p 000 co w N m U W a- a0= �0 o� STRUCTURAL ENG: CFG DRAFTING: '- STRUCT: TNT QC CHECK: MB i JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 �0% 00 60 0 iD io 1'-4" 1'4" L 10'-0" I, I/ 13'-0" 1'-4" 11'-8" 1'-4" bo 0o �I ro v T-0" 16'-0" T-0" OD M O ED �0 (1) #5 @ TOP, BOTTOM ❑ & MID -HEIGHT OF COLUMN FILLED CELL 0 rn PLAN VIEW (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN SECTION VIEW - D1- MASONRY COLUMN TIE IN DOWEL LAYOUT PLAN w o 0 Z W J_ m O J w �:; LU LLI U- 0 O cn `o®1 " totoaS�B O 'S" 'c� w ai ®pseeegpe f e®e epe�— ese co D' : 2y �t �Ld e �'Ts • O :Lu., 0 O� lV z a �� U ease.,,. a �� ®®�` Oz sops ' 0 2 co u- �_ W IF J \ � V o O U M W z O Oj l6 M N ce U ',IiIIP,iI'IIIII i 3J O I— O z 0_ a c O Z o U � III Z pill l 0 � l z O • Z (n O �� Q > w H IL Q w f - U O H w O 7 L. C mac z _ x w Z Lu co E O W I- Q DLL U Z O H 0) p 20 J J U) �ZQ:o c0i w .J :)Q =G nsS" ~ z me LLJ -z E ZZO O m O a a N U UN¢ O zo O U �— Q W Z W w �— U O z Q O 0 0 z w m 11 = W I— M Z Z=0 O U Q w o � � 1 o O0O ui re CO z CM 0 w .. T w>- O O Q la—�F- U CL (A STRUCTURAL ENG: CFG Q DRAFTING: F- z-STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED ~ DATE: 9/13/2016 S3 SYMBOLS LEGEND J LIJ Q M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). z D 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. N INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Z Q #5 CONT. FT.G TO TIE BEAM. L 00 z w — LO (1) #5 @ TOP, BOTTOM ❑ & MID -HEIGHT OF COLUMN FILLED CELL 0 rn PLAN VIEW (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN SECTION VIEW - D1- MASONRY COLUMN TIE IN DOWEL LAYOUT PLAN w o 0 Z W J_ m O J w �:; LU LLI U- 0 O cn `o®1 " totoaS�B O 'S" 'c� w ai ®pseeegpe f e®e epe�— ese co D' : 2y �t �Ld e �'Ts • O :Lu., 0 O� lV z a �� U ease.,,. a �� ®®�` Oz sops ' 0 2 co u- �_ W IF J \ � V o O U M W z O Oj l6 M N ce U ',IiIIP,iI'IIIII i 3J O I— O z 0_ a c O Z o U � III Z pill l 0 � l z O • Z (n O �� Q > w H IL Q w f - U O H w O 7 L. C mac z _ x w Z Lu co E O W I- Q DLL U Z O H 0) p 20 J J U) �ZQ:o c0i w .J :)Q =G nsS" ~ z me LLJ -z E ZZO O m O a a N U UN¢ O zo O U �— Q W Z W w �— U O z Q O 0 0 z w m 11 = W I— M Z Z=0 O U Q w o � � 1 o O0O ui re CO z CM 0 w .. T w>- O O Q la—�F- U CL (A STRUCTURAL ENG: CFG Q DRAFTING: F- z-STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED ~ DATE: 9/13/2016 S3 2x4 SYP #2 (LEDGER TO T, CHORD w/ (2) 1/4" x 3" SIMPS, SDS SCREWS @ 4" C B2x8 TOP @ 9' - CANTILEVER BEAM FC GABLE END BEARD WALL LEGEND CO f� N M co co M M co co M M M CUH CO tp Q� O O O O O O Co O O O O O O O O O OS O O W �2 OD -3 -3w Z w x Qi w w w x of Ir � Of 0Y BEARING WALLS VERIFY w 0 2x4 SYP #2 (LEDGER TO T, CHORD w/ (2) 1/4" x 3" SIMPS, SDS SCREWS @ 4" C B2x8 TOP @ 9' - CANTILEVER BEAM FC GABLE END BEARD WALL LEGEND ) CUH J � O t Q W M Z 9'-4" T.O.M. = INTERIOR/EXTERIOR 0 W i Q BEARING WALLS VERIFY w 0 CLm 0 W HGT. W/ ARCHITECTURAL U) PLAN U.N.O. u N 0-jZ i O N UJ W a J Q0= Z 0 F- M F- ry O )C H Z STRUCTURAL ENG: CFG ( DRAFTING 00 '- STRUCT: J ......_._.... ....... ........... TNT _ QC CHECK MB Lu JOB No. TM - 2153111 SCALE: AS INDICATED .c I - Lo LU 0 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND U W Z C J_ m 0 R O - --- J LL > w W H LL O U) `®0`1111111ji% O `r �� * b��� u j rn M 000 °°®°®" j� �:r to Llj 00 $2y " 4. a;2 t3 J o `� QJ • Lu 0 p i W -- c"", = Z o°0 00 \ may. Qom_ ILL U) w O ° s) U Z � OfebJf � Q a MII ��3J O C U a O' z a o ° c O �ll ,I ti510� Z V G� U O Z �� U) ° O w Qm z Q J V CO U ~ � Lu � ti Z Z 06 W z Lu `N' ti E QZ U) - Q Z U 0 c O G/r U�NWZ_C°u3i J \` J U) 0=zito $ w L.V : Q 00ua)s2 I.i cf) 0 Imo- Fw ui o 2 LL Q ¢�zZO E O LL 0 O Q a of NJ ULLJ O LL L) 04 Q J Z ° U ~0 0cr. Q WZ Z wwr- DATE: 9/13/2016 S4 ) CUH I � O t W M Z W i Q CLm 0 W 000 CO N 0-jZ i UJ W a J Q0= 0 F- M F- ry )C STRUCTURAL ENG: CFG ( DRAFTING '- STRUCT: J ......_._.... ....... ........... TNT _ QC CHECK MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (pif) O(3)2X8 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 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C.1160 ADJUST AS REQ'D TO MISS STUDS p If 3rd. PT. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a' EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd. PT. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 (3) 12d (3) 12d NO FRAME TO CMU BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 FRAME TO CMU 3640 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. B3.5x16 12" SYP ADJUST AS REQ'D TO MISS STUDS HGT-2 w/(16)10d NAILS w/2" EPDXY ANCHOR w/SIMP. SET NAILS & (18)4'x24" TAPCONS STANDARD BEARING WALL W/THREADED ROD NOTES Y w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. UMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED F OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN OH (3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL44 SYP #2 POST O6x6 SYP #2 POST <s>8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. RO 3-1/2"x7" LVL COLUMN, O3-1/2"x9-1/2" LVL COLUMN. O7 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS., AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a' EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 2$" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 a (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH FHTS20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 66 H2.5A w/(10)8d FRAME TO FRAME 535 600 El MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4'x24" TAPCONS HTT4 w/(1 8)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HGT-2 w/(16)10d NAILS w/2" EPDXY ANCHOR w/SIMP. SET NAILS & (18)4'x24" TAPCONS 10 FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT B5.25x16 (3) 1.75"x16" LVL 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 928ptf 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 LTT20B w/(10) 10d NAILS & g" EPDXY ANCHOR w/SIMP. SET 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 22' NAILS w/g" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY -5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT -.1810 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 24 W/(6)16d NAILS FRAME TO FRAME 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY -2125 GRAVITY:2125 COLUMN UPLIFT. -3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE, MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 4W Z TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 PLATE TAPCONS O 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)4'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)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 4W Z 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) o V O�IJ � • J � .�� J 0 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O 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) 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 JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD AInTCC• 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND u Z O z op W L uj o U CO W _Z D LLm O LU LLI H LL O Z O_ ```11111111/°°®� W M cn a°a® Z=0 haw 000 � O %'a0 ZM � CV J 4W Z '=W CD O U � o V O�IJ � • J � .�� J 0 0 �• °%Gj-LLIC O 0 W J n rn W ZHMr� o U' Q Zfn�°' U O Z U �ovi O � .0 m � I-- U) w z .. J U) Q:z�^o Q O p U) v� fA 0 F--iww a Z Z ¢c~nZZ E O 0 2 F N J SUN¢ Z O O 2 STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 S4,1 CD w O Z=0 haw 000 � O %'a0 ZM � CV J Y m Z w C 0 W J n rn W ZHMr� o U' Q Zfn�°' U O Z U �ovi O � .0 m � I-- U) w z .. J U) Q:z�^o Q O p U) v� fA 0 F--iww a Z Z ¢c~nZZ E O 0 2 F N J SUN¢ Z O O 2 STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 S4,1 ROOF FRAMING PLAN STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX= 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY, 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 0 N Z O 1= Z ❑ 0 W o 0 U U) Z Q 0 J_ m Q ❑ O - J u - W W LL O W w 0 LLi 00 Q O 4%11- S 1-�� N Q Z 2 co [� Z e O. 5 `. � W< 7 • �4 IZ Z ❑ •• .•• GJ ®®� LLJ Q ••®. o®® r m O /00111 �o! LLw O 'N U � ❑ w of ,, . Z r6jf cy) y 1 N M U Iliijil 11 If 3J O H 0 Z Q Uo O u- 0I'ilii ti l4 o V y cn d�Oti U Z z O O 0� _ � � W a Q L w 0 H U crH vi Q W J U) q� W � oav o O_ r QZ /n-) 0 w zM� o Y z i/i `.II U Z U Z U � D ui 00 2-, -iCC J U) a z w C Q =ou t LU o Z �v��z E O Q LL Of 0 0 F-: C6 W N Q J Z DU O 0 1= O Qwr Z= 05w IL2 0 Z 0 Q 0 J 1c, w In a LU M Z z=0 O ~ �QLLI o O�C�� � o 000 m W LD �J Z 1-- O Q L (Ono Lu >- O -- w 00 Fa-• F=•- U m 0 F- U) STRUCTURAL ENG: CFG Q DRAFTING F- Z-STRUCT: TNT W_...... 0 QC CHECK MB ry JOB No. TM - 2153111 SCALE: AS INDICATED ~ DATE: 9/13/2016 S4.2 11111111 0 N Z O 1= Z ❑ 0 W o 0 U U) Z Q 0 J_ m Q ❑ O - J u - W W LL O W w 0 LLi 00 Q O 4%11- S 1-�� N Q Z 2 co [� Z e O. 5 `. � W< 7 • �4 IZ Z ❑ •• .•• GJ ®®� LLJ Q ••®. o®® r m O /00111 �o! LLw O 'N U � ❑ w of ,, . Z r6jf cy) y 1 N M U Iliijil 11 If 3J O H 0 Z Q Uo O u- 0I'ilii ti l4 o V y cn d�Oti U Z z O O 0� _ � � W a Q L w 0 H U crH vi Q W J U) q� W � oav o O_ r QZ /n-) 0 w zM� o Y z i/i `.II U Z U Z U � D ui 00 2-, -iCC J U) a z w C Q =ou t LU o Z �v��z E O Q LL Of 0 0 F-: C6 W N Q J Z DU O 0 1= O Qwr Z= 05w IL2 0 Z 0 Q 0 J 1c, w In a LU M Z z=0 O ~ �QLLI o O�C�� � o 000 m W LD �J Z 1-- O Q L (Ono Lu >- O -- w 00 Fa-• F=•- U m 0 F- U) STRUCTURAL ENG: CFG Q DRAFTING F- Z-STRUCT: TNT W_...... 0 QC CHECK MB ry JOB No. TM - 2153111 SCALE: AS INDICATED ~ DATE: 9/13/2016 S4.2 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FULLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS HOOKED INTO TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi ° CONC. w/ (1) #5 DIA. REBAR ° CORNER AS REQ'D INDICATED IN P At 4 LAP SPLICE + LENGTH FILLED CELL AND REBAR (TYP). MORTAR LINTEL, #5 TO BE "A" JOINTS SHOULD NOT BE CUT 10" HOOK SEE FOUNDATION FOR FOOTING OPENING "B" TYPI HOOKED INTO SEGMENT 17/8 41/4 7 15 21/4 41/4 SIDE VERTICALSLu ' #4 21/2 4 '..'s.' 20 TRANSOM OPENING 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 151/2 ra...�FRAME #6 33/4 8 1/16 14 30 1 41/2 181/16 181/2 36 #7 43/8 9 13/16 16 1/21 35 1 51/4 ° : a 4 .� 42 I SEE FOUNDATION O SEE WF01/SD3 FOR ° PLAN FOR FILLED CELL Z 1 d LL INFO. MIN. (1) IS REQ'D O ° UJ O ON EITHER SIDE U.N.O. ap F -2F_ I J BOTTOM STEEL IN LINTEL IF w L INDICATE - SHOULD HOOK ° 1 INTO VERTICAL CELLS , ° : 4 °° ° 44 DRAFTING: ROUGH OPENING PER PLAN =° — 4 TNT (2) 2X8 SYP#2 P.T. HEADER QC CHECK: MB ° ' TURNED SIDEWAYS. JOB No. TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi ° CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG TO TIE ° GRADE 40 MD08/S5 FOR LAP INFO. P At 4 LAP SPLICE 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG TO TIE TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE GRADE 40 MD08/S5 FOR LAP INFO. P At PROVIDE CLEAN OUT OPENING @ GROUT LAP SPLICE + LENGTH FILLED CELL AND REBAR (TYP). MORTAR "A" JOINTS SHOULD NOT BE CUT NON SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 P At LENGTH LAP SPLICE + LENGTH LAP SPLICE "A" ° . NON -SHEAR WALL AT OPENING "B" TYPI AL SHEAR WALL SEGMENT 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 4 '..'s.' TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 P At LENGTH LAP SPLICE + LENGTH LAP SPLICE "A" 111311 "Co. 4... „A„ "B" "C" LINTEL PER PLAN r...' #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 '..'s.' 20 TRANSOM OPENING 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 151/2 ra...�FRAME #6 33/4 8 1/16 14 30 1 41/2 181/16 181/2 36 #7 43/8 9 13/16 16 1/21 35 1 51/4 1913/16 INFILL AROUi` WINDOW BY BUILDER 42 SEE FOUNDATION SEE WF01/SD3 FOR PLAN FOR FILLED CELL Z :. MORE INFO )F- JWP INFO. MIN. (1) IS REQ'D O UJ O ON EITHER SIDE U.N.O. ap F -2F_ STRUCTURAL ENG CFG DRAFTING: -STRUCT: TNT (2) 2X8 SYP#2 P.T. HEADER QC CHECK: MB ' TURNED SIDEWAYS. JOB No. ... TM - 2153111 .:: '., FIRST PLY 2X8 TO DATE: 9/13/2016 j MASONRY WALL W/ � " • DOOR OR WINDOW OPENING ' ° SIMPSON HU28 HANGER @ MAX. OPENING 3 FT EA. END. W/ (6) 1/4"x 2-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" 111311 "Co. „D„ „A„ "B" "C" "D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 151/2 30 #6 33/4 8 1/16 14 30 1 41/2 181/16 181/2 36 #7 43/8 9 13/16 16 1/21 35 1 51/4 1913/16 21 3/4 42 I U m U LAP SPLICE EMBEDDED 4DI08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 90° HOOK STANDARD 180° HOOK #3=2%2" #4=2%" #5=2Y2" #6 = 3" #7=3%2" 13'-1 " PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS J LL] STANDARD LINTELS STANDARD LINTEL NOTES z Q CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24 -113/8F24-013 8F32 -113/8F32-013 Lu 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 0 U 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. w-- - 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. 3 -2' _ 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END o 3'-4" T 1006 1663/1349 5365/1999 7342/3123 10000/4249 L Fli 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. INTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN z 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 0 — ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. H Z _. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 a O 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 w 7'-0" 416 752/699 1843/1625 3486/2602 _ 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS Lin 354 726/699 _ 1843/1625 3486/2255 6205 / 2885 ADEQUATE FOR THE LOADS. wo 9'-2" 315 618/535 1533/1247 2781 /1946 4754 / 2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 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 0 U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z LL1 255 471 / 352 1075 / 1075 1838 / 1567 2883/2003 C) - 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'4" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS J 12'-8" 0 369/261 1002/984 1697/1361 2630/ 1738 00 13'-4" — 0 328/0 1234/0 1779/0 2662/0 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 / 0MATERIALS _ 0 - 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/0 _ 1441/0 2• fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981/0 1376/0 �- - 22'-8" 1 0 110/0 450/0 824/0 1147/0 - - 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSI. _O 111111111 uw °' CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB `e®e® ®I�O� M Z-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ®��, ���� �p D - oaooa® 00 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ® a.•'• ®'• .�/1/ �0i � Y - T-0" 1230/1230 2769/2769 4085/4085 ;°�Ci 96. 00, " J Z _ T-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE •� o _ 4'-4" 846/833 2121/1716 3127/2839 �P cc, 5'-4 664/572 1761/1761 2595/2695 LINTEL �, •> ►- ,� < ® w F=FILLED WITH GROUT / .'' ° O Z CL W 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED •..• @m ° N_ �, Q T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ '•..•� ® •' ®®` } 0 8'4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY m LL 8F16 1 B/1T ,. illi 11 : _...---_..._ a 8F8-1B/1T 11111 1 1 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 0 QUANTITY OF #5 REBAR AT TOP U) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T W` NOMINAL HEIGHT � d+ 0° 81716-1B/1T NOMINAL WIDTH O O TYPE DESIGNATION c) �o O 8RF14-OB/1T z O l�/y r) Jl N 81716-OB/1T 1-1/2" CLEAR C6U �n'G'q,� `��� o 8F20-1B/1T a p z _ #5 REBAR AT TOP MIN. (1) REQ'D Q W o O ao 8F20-OB/1T U J 2 . N ¢ z C.M.U. LL Z ��¢ 8RF22-1B/1T ao - O Q GROUT O LO O O 81724-113/1T L6 z ° #5 REBAR AT BOTTOM OF LINTEL Z `•J Z Op V CAVITY O 0 8RF22-OB/1T �I` '1` BOTTOM REINFORCING PROVIDED U) O� Q 7-5/8" ACTUAL IN LINTEL (VARIES) 0 Ld O 81724-OB/1T 8" NOMINAL WIDTH � O 8RF30-1B/1T FILLED O 8F32-1B/1T 1-1/2" CLEAR U N O 8RF30-OB/1T Q w m Os #5 REBAR AT TOP MIN. (1) REQ'D cl Z s 8F32 -OB/1T U ¢ z C.M.U. U) V O 81738-1B/1T W o u� 0 Z Z 06 w 0 LU co E 0 81712 -16/1T `- 0 Qz`�� i O 81740 -OB/1T �` �I� BOTTOM REINFORCING PROVIDED U J Z L) o c 7-5/$ 00 " ACTUAL IN LINTEL (VARIES) O U) w z C° y O 8F8 -OB/1T 8" NOMINAL WIDTH = n ? ¢ R zo w Is 8 I— ..J 07 O P UNFILLED w w o xO ZZ< ZzE o¢a SAFE LOAD TABLE NOTES 1- Q N V w N ¢ F=NOT ES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z V I Z O U N UST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O '"� D LINTELS BASED ON 4" NOMINAL BEARING. O ATED. 0 I— DS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. VQWDS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR z = n 05 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Lu ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U) O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. q- 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CD CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z SUPPORT. Q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 LINTEL PLAN 1/8"=1'-0" WALL LEGEND Viiii T.O.M. �. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. S5 �i _ UJ M Z C = Q ' O a p 0 1 000 iJ Z )F- JWP Up � O UJ O ap F -2F_ STRUCTURAL ENG CFG DRAFTING: -STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE AS INDICATED DATE: 9/13/2016 S5 (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 PERJ W TIE BEAM SPLICE TO aTIE BEAM SPLICE TO 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q BE MIN. 25" GROUT BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE Z CELL SOLID CELL SOLID REQ'D BELOW wn cn MIN 4" MASONRY WALL — MASONRY WALLw CONC. SLAB PER (1) #5 CONT. w/ 1.1/2" I — SEE PLAN i SEE PLAN �:I FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER I w --- - - FOUNDATION PLAN 2 1/4 CONC, SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER �� z CONCRETE SLAB PERw FOUNDATION PLAN FOUNDATION PLAN r�� FOUNDATION PLAN >7 Q FOUNDATION PLAN w J z 2x PT SILL PLATE 2x P.T. SILL PLATE N VARIES ^ w w a- > z 7SEE PLAN I a J ° 4,° e1 d' 4a a.d .•4.a , ad _ 'e " �' d d: ° ° O A ...aA ♦— .44 a _ II GRADE GRADE Z �, w d ....... o ° -III=1 1-1 11— d Q: —I♦I=I I=1a —.- I o � a _ I O e h I � .a � .n ......., _.._.. 45 0 � ° e "' -- - Imo- � ° . 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(3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS BARS REQ'D P. FTG TO DENSITY BE 20" WIDE AF011TYPICAL EXTERIOR FOOTING AF0 TYPICAL GARAGE CURB FOOTING FO NON—BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 VERIFY ' / DETAILS FOR REQ'D CONT. BAR STEELA`T 2 STORY LOCATIONS SLOPED GROUT TO DRAIN "= OPTIONAL CURB BY BUILDER MIN. 24" BEFORE CONC. SLAB PER ANOTHER STEP z CONC. SLAB PER FOUNDATION PLAN 8"x12" THICKENED SLAB w/ (1) #5 CONT. 8" a FOUNDATION PLAN w/ 3" COVER TYP. tr w a GRADE w d a w n °d � o c~ I o a lm 00 ° . ° W co W ° e — III IIL IIf III i 177 1e, •' 1� � a° —..._..,, I I —I I IT NII .... ...._ f.l I I!. �II � i-. o n'.r�° did _�' I I �,... e e ° .M--_ ...._.— —8"- - _ , � _ I 1..... _ .! I L. = =-- _ II III , ..IIS 111,.11 �w —, ; I I - �. II III—I I I—._ wMA e W e { {{ > (2) #5 CONT. w/ 3" O 16 MIN. COVER TYP. 0 (2) #5 CONT. w/ 3 � I .... I 1'-4" (2) #5 BARS CONT. M COVER TYP. I I I " I I ..-...I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY FOOTING @ SHOWER AT MASONRY THICKENED EDGE 3/4"=1'-0" % 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN —8"CMU - FINISH PER ELEV. SH FLOOR I ETRATI NG ii— it - . —rr— _ z =1 PVC SLEEVE MIN. Iqg7m�t FOOTING PER PLAN DIAMETER TO BE 2 PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" NOT USED (FRONT VIEW) 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS BEARING SLAB STEP DOWN U) V) w 0 3/4"=1'-0" uj ® FILLED CELL PER PLAN WOOD POST PER PLAN — — Z 0 oa °e l�W 2 O Q (l l III=III FOR SIZE AND BASE � o6 w 0W -cl E Q zf�LLrn c4 MASONRY WALL 77 Ur Z U 0�0� Lu p°® t�i&< w —1111; i CONNECTION J O= M SEE PLANQ` _ Z >-.. W' _ Z S O? J z W a o . W DU— CONC. SLAB PER ' — � z j ��:•• (�` m LL 8rr prr Q SLOPE (1) TOP COURSE TO BE e Im GARAGE _ TIE BEAM MIN. 25 W M '/ •. e• CHAIR BLOCKS. 101 CLEAN COMPACTED #5 CONT. PER MFG _______j`r SPLICE GROUT CELL rJ7 ENTIRE BASE TO BE FILL @ 95% STANDARD m REINFORCEMENT SEELLJ dao FILLED SOLID SOLID PER PLANS a in, i® TOP VIEW @ CORNER FOUNDATION PLAN SEE ELEVATION Q W 4 CMU BASE w/ (1) #5 CC FOR QUANTITY CONC. SLAB PER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH 000 O- ] BEYOND CORNER. SEE FLR. 4' 0 �I - --- - 4 e a PLAN FOR BASE SIZE Ol �tvl L W w ] U ..° . N w W z v w Fa-�H .—_—_—_— M w UHORIZONTAL I 3J o -� FOUNDATION PLAN 0 —_—_--_. DRIVEWAY BYf SEE FOUNDATION FOR _•'1--_--�_� a d II_ _ I III= YI.II'II 4„ j _ ..;�.-._i U o O BUILDER -CONCRETE PAD SIZE - - U _ -STRUCT: TNT f- > w —III—III=III r, OR PAVERS JOB No. w .. '' II AS INDICATED DATE: CONC. SLAB OR 9/13/2016 i � > w PAVERS PER PLAN 0 Lu M CLEAN COMPACTED � n—I �. /o FILL @ 95%STANDARD ..___ _.._..,. - ^ ` ' DENSITY I L._ i g" 3" COVER TYP. — 8 x 8 THICKENED CLEAN COMPACTED --�` EDGE w/ 1 O #5 CONT. t� o FILL 95% STANDARD @ 1 DENSITY #F1'THICKENED EDGE @ GARAGE DOOR fiF1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN —8"CMU - FINISH PER ELEV. SH FLOOR I ETRATI NG ii— it - . —rr— _ z =1 PVC SLEEVE MIN. Iqg7m�t FOOTING PER PLAN DIAMETER TO BE 2 PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" NOT USED (FRONT VIEW) 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS BEARING SLAB STEP DOWN U) V) w 0 3/4"=1'-0" uj J � — Z 0 oa °e l�W 2 O Q (l l III=III ° � o6 w 0W -cl E Q zf�LLrn c4 MASONRY WALL 77 Ur Z U 0�0� Lu p°® t�i&< w —1111; i U) J O= M SEE PLANQ` _ Z >-.. W' _ Z S O? J z W a o . W DU— CONC. SLAB PER ' #5 FROM FTG. TO z j ��:•• (�` m LL 8rr prr Q SLOPE (1) U 0 e Im PLAN _ TIE BEAM MIN. 25 W M '/ •. e• 101 CLEAN COMPACTED #5 CONT. PER MFG SPLICE GROUT CELL rJ7 FILL @ 95% STANDARD m REINFORCEMENT SEELLJ dao SOLID PER PLANS a in, i® DENSITY Q D FOUNDATION PLAN Q W 4 CC FOR QUANTITY �. 000 O- ] THRESHOLD PER MFG 4' 0 �I - --- - 4 e a Ol �tvl L W w ] U ..° . N w W CONC. SLAB PER v w Fa-�H .—_—_—_— M w UHORIZONTAL I 3J o FOUNDATION PLAN —_—_--_. _•'1--_--�_� O FOOTING AT INTERIOR BEARING z O W 3/4"=1'-0" > LL[ 00 NNe° see°°°®C.) ��� `� �`Z`� %00 TYPICAL CORNER BAR DETAIL (TOP VIEW) TOP (2) #5 x 4'-0" - CENTERED AT PIPE PENETRATION 3/4"=1'-0" PVC OR SCH40 SLEEVE SLOPE W/ 3" COVER TYP.; @ V-4" U z c� e 2 -STORY CONDITION LL OG PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20° O'' „pti5� U c� OR GRADE 1/4" PER WIDE FOOTING z Z CLEAN COMPACTED O FOOT AWAY FROM o m � BUILDING � 0 FILL @ 95 /o STANDARD � Z p .... ELASTOMERIC JOINT DENSITY O FILLER u.i EXTERIOR DOOR POURED SILL #Ff FOOTING AT INTERIOR BEARING WITH CMU NOT USED 3/4"=1'-0" 3/4"=1'-0" A VJ J � — Z 0 oa °e l�W 2 O Q _.. ° � o6 w 0W -cl E Q zf�LLrn c4 MASONRY WALL 77 Ur Z U 0�0� Lu p°® t�i&< w r U � LLj U) of z J O= M SEE PLANQ` _ Z >-.. W' _ Z S O? J ' OO a o . W DU— CONC. SLAB PER ' #5 FROM FTG. TO z j ��:•• (�` m LL ° SLOPE (1) e Im PLAN _ TIE BEAM MIN. 25 W M '/ •. e• ' #5 CONT. PER MFG SPLICE GROUT CELL rJ7 REINFORCEMENT SEELLJ dao SOLID PER PLANS a in, i® FOUNDATION PLAN Q W 4 FOR QUANTITY �. 000 — — — ] THRESHOLD PER MFG 4' 0 �I #5 x 25" x 25" CORNER BAR, ONE FOR EA. N m 4 e a Ol �tvl O W w ] U ..° . N REBAR, TYP. U.N.O. CONC. SLAB PER v w Fa-�H .—_—_—_— M w UHORIZONTAL I 3J o FOUNDATION PLAN —_—_--_. _•'1--_--�_� "'II II_ _ I III= YI.II'II Q U o O DRAFTING. - - - - - - - U _ -STRUCT: TNT (2) #5 BARS CONT. —III—III=III JOB No. w .. SCALE: AS INDICATED DATE: TYPICAL CORNER BAR DETAIL (TOP VIEW) TOP (2) #5 x 4'-0" - CENTERED AT PIPE PENETRATION 3/4"=1'-0" PVC OR SCH40 SLEEVE SLOPE W/ 3" COVER TYP.; @ V-4" U z c� e 2 -STORY CONDITION LL OG PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20° O'' „pti5� U c� OR GRADE 1/4" PER WIDE FOOTING z Z CLEAN COMPACTED O FOOT AWAY FROM o m � BUILDING � 0 FILL @ 95 /o STANDARD � Z p .... ELASTOMERIC JOINT DENSITY O FILLER u.i EXTERIOR DOOR POURED SILL #Ff FOOTING AT INTERIOR BEARING WITH CMU NOT USED 3/4"=1'-0" 3/4"=1'-0" A VJ 2 J � — Z 0 1 ' 1 U) W J J � o6 w 0W -cl E Q zf�LLrn c4 77 Ur Z U 0�0� L F- J U � LLj U) of z J O= U) a OO�� °1�wz- _ Z z Q a Z O E LL 0 OO a o . W DU— N VN¢ O i IJ_- z Z 0 O 2 J � C � O y y Im 11 _ W M ' z dao Q W 000 ] CO N m J O W w ] U %0 Fa-�H STRUCTURAL ENG: CFG DRAFTING. U _ -STRUCT: TNT �-� QC CHECK: MB JOB No. _--- -- -TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 SD1 U) LU a �i PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c 1) #5 VERTICAL IN F 3ROUT FILLED CELL (IF ZEQ'D PER PLAN) f VERTICAL REINFORCEMENT DETAIL 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 c 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION 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 HID @32"O.C., FROM EA. END ON BASE PLAT TOP KNOCK O( COURSE W/ (1) CONT. 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FO BUCK FRAMING INF 3/8" DIA. ANCHOR ROOF SHEATHING FOR STRAP CENTERED ROOF SHEATHING NAIL PER PLAN OTO THREADED RC HEADER PER —� ! LOCATION PLAN / BEARIN SHEATHING ON BOTH SCHEDULE. Ot I REQUIRED WH O2x INDICATED ON GARAGE WALL SCHEDULE. MI BEYOND FROM END OF OSIMPSON MASONRY WA[ 2x6 P.T. BUCK EACH RAFTER SIDE OF OPENING BLOCKING PE OCOMMON WALL SCHED (5) 3/8" DIA. J -BOLT W/ FINISH PER ARCHSFIN 5-1/2" EMBED. AT EA. ROOF TRUSSES PER PLAN OR CURVED DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK ANCHOR. (1st BOLT TO O BE 8" MAX. ABV. CURB, REST EQ. SPACED —24" O C 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, PT BASE PLA'. fiDO�BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=V-0" 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FORADDITONAL INFORMATION (HEADER CAN BE 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU A- _^__— HEADER (SEE PLAN) -- -- 7/16" O.S.B. EA. SIDE ARCH PER ELEV -- — 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD - F01 DORMER FRAMING DETAIL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 2x STUDS @ 16" O.C. FOR KNEE WALL CHORD WITH (4) 10d LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN OTO PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN HEADER PER —� ! LOCATION BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS SHEATHING ON BOTH BELOW AND CONNECT w/ HTS20 @ 32" O.C. IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN V EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL W/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 Z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. 2x BUCK DETAIL SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D J �-- (2) 2x TOP PLATE (2) 2x PLATE 2x4 SPF CONT. 2x STUDS @ 16" O.C. FOR KNEE WALL CHORD WITH (4) 10d LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN OTO PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN STRUCTURAL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS SHEATHING ON BOTH BELOW AND CONNECT w/ HTS20 @ 32" O.C. I PRE-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 BUILDER FRAME RAFTER 7/16" OSB EACH SIDE, TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF BEAM. ATTACHED PER FINISH PER ARCHSFIN NAILING SCHEDULE ROOF TRUSSES PER PLAN OR CURVED OCURVED 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. ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK V EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL W/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 Z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. 2x BUCK DETAIL SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D J �-- (2) 2x TOP PLATE (2) 2x PLATE 2x4 SPF CONT. MIN. 2x4 SPF #2 KNEE — —�` WALL WITH STUDS @ 16" O.C. W/ 1 CHORD WITH (4) 10d I I (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKING BLOCKING ATTACH TO STRUCTURAL FASTEN PT 2x NAILER FOR BEAM SIZE STRUCTURAL 7/16" OSB W/ (2) 8d SHEATHING ON BOTH I SHEATHING ON BOTH NAILS SIDES FROM TOP OF I SIDES FROM TOP OF WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM I NAILING SCHEDULE TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I 2x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2; NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD FASTEN PT 2x NAILER SCAB IN EACH TRUSS ATTACHMENTS W IF NO WEB IS PRESENT SUPPLIED BY A/C TO MASONRY NOTES: COMPANY (3) 10d NAILS TYPICAL 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, z O AT EACH TRUSS FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM 2x4 'X' BRACE ACROSS Z LENGTH OF ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 O SHEARWALL LLl 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MIP STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN NAILS (2) BAYS PAST A/C THIS CASE. LOCATION. MIN (3) BA' 2x4 BLOCKING LAP W/ (2) 16d NAILS 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0 OU BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO EACH SIDE w DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. O LLI STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN (1) 2x OR (2) 2x BUCK 3/4"=1'-0" PRE -CAST LINTEL PER PLAN LU J (2) 2x PT BUCKS w/ 1/2 O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2 „ 2x8 A 3/16" x 3" 12" O.C. 2 Q Z Q tr FASTEN PT 2x NAILER 0 W TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, z O FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 O LLl 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, w STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. w KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES 3/4"=1'-0" PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEI 2'-0" ABOVE A PO WITHIN 10'-0" OF' NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLA 2x4 VERTICAL @ O.C. MAX. w/ (4) 11 NAILS TO BOTTOP CHORD & (3) 10d I TO TOP CHORD; P IF WALL HEIGHT I BETWEEN 4FT & is USE 2x6 SYP #2 S GALVANIZED FLA; 2x4 BLOCKING W/ 16d COMMONS Ef NAILED TO VERTI, 2x4's 3/4"=1'-0" CHIMNEY FRAMING DETAIL 3/4"=1'-0" BUILDER FRAME AT TOP AND SP1 CLIPS �titi RADIUS AS REQ'D AT BASE ARE REQ'D > p� Q® O d Ld a FO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" U � r^ ROOF SHEATHING ATTACH PER NAILINGQ J z SCHEDULE < LL LLu J n O rn STANDARD TRUSS O W °6 z _j TOP CHORD VARIES Q C� Q Z Q U Z — (6 TRUSS WEBS NOT O 1.- O) � w z `�° R SHOWN FOR CLARITY w .I Q p Z a 0 PRE-ENG.TRUSS PER 4=- < U) 0~ p w w CO Z PLAN, 24Z¢(n�ZE O.C. MAX " 2x4 #2 SYP CROSS 3:� Q w �' O = BRACING (AT 45°) W/ ROOFING MATERIAL U m O vi ¢ a (3) 12d NAILS TO RATPER ARCHS LL Q >' w N RUNS. TYP EACH SIDEU w Z Z LL U SEE FRAMING PLAN Q __J O CONDENSATE FOR CONNECTION � I— W 0 DISPOSAL BY A/C INFO O �— n SUPPLIER SEE ELEVATION U ujLij CONNECTION TO BE TOP OF MASONRY Q W SUPPLIED BY A/C Z = �. COMPANY SEE ARCH PLANS FOR D w OVERHANGINFO ui .. O (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. O A34 OR LUS24-2 EACH FOR O.H. ? END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. O GROUT SOLID p Z_ FLUE PER MANUF. w = m �� SPECS W/ 2" MIN. w ~ uj M WINDOW PER > 0 BETWEENCLEAR FLUE FLOOR PLAN & F AMEZ uj Z Z 0 UOx GALVANIZED FLASHING = 0. EXT. SHEATHING PRECAST CONC. OR 'S W Q ATTACHED PER POWERS STEEL SILL O M O 0 NAILING SCHED. TYP. @ ALL WINDOWS O O 0 Lu N 2x4 FRAMED CRICKET� m W/ GALVANIZED EXT FINISH PER PLAN 2 (1) 0 J Z FLASHING Luu~ J W �w }-clO Lu O .I�4. MAIN FLOOR � O (4) 16d COMMONS ELEV 0'-0" NAILED @ EACH END U CLCONC. SLAB - ` �� . `. VERT REINF. BEYOND � SEE FOUNDATION ;`. _ 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO =— j I J STRUCTURAL ENG: CFG 16d COMMONS END Q DRAFTING: NAILED TO VERTICAL -1 1— 2x4's I I ( PLAN NRY WALL PER Q srRucT: TNT QC CHECK: MB SEE FOUNDATION -- DETAILS FOR FTG INFO � JOB No. TM - 2153111 TRUSS PER PLAN = SCALE: AS INDICATED F_ _ DATE: 9/1.vq 1R TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" SD2 tr FASTEN PT 2x NAILER 0 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, z O FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, w STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. w 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0 OU BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" w O.C. @ EACH SUCCESSIVE BUCK O LLI 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 0 TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Q ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN, MANU.'S SPECS O........ _. — — _ J LL w W U- 1/2"=1'-0.. ®`� ®o oo•o i'p LLI M o Q' LO •® '� r �O;W GO d '� /SHEATHING PER PLAN STRUCTURAL Lu NY o TYP. TRUSS TO FRAME SHEATHING �_ Z a �: Q z 00 = Z / CONNECTION PERTYP. TRUSS TO FRAM y•`� Q 0 �.; ®` p U STD. CONNECTOR CONNECTION PER ®ate •o � ``'` J NOTES STD. CONNECTOR O •• oF��``� LLi ui Z p FRAME OUT TO BLOCK NOTES ®®® Q Ir EDGE AS REQ'D FRAME OUT TO BLOCK Q ll�! < O EDGE 41 m LL 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLANI I FOR BEAM SIZE O O.C. & 6" FROM EACH (ONLY D O FOR BEAM SIZE END I IF OPENING PROVIDED • PER PLAN) Z 0f�6 co MIN. 2x4 SPF #2 KNEE a g N 2x PT BOTTOM WALL w/ STUDS @ 16" ai X U PLATE O.C. w/ STRUCTURAL 6 I SHEATHING FROMa M O U O PRECAST LINTEL OR TOP OF WALL TO Q _ i-�-�I � - o I KNOCK OUT COURSE BOTTOM OF WALL. U Z pulp ATTACHED PER LL NAILING SCHEDULE O y OTHERWISE SP2 CLIPS MASONRY WALL z U Z � KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES 3/4"=1'-0" PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEI 2'-0" ABOVE A PO WITHIN 10'-0" OF' NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLA 2x4 VERTICAL @ O.C. MAX. w/ (4) 11 NAILS TO BOTTOP CHORD & (3) 10d I TO TOP CHORD; P IF WALL HEIGHT I BETWEEN 4FT & is USE 2x6 SYP #2 S GALVANIZED FLA; 2x4 BLOCKING W/ 16d COMMONS Ef NAILED TO VERTI, 2x4's 3/4"=1'-0" CHIMNEY FRAMING DETAIL 3/4"=1'-0" BUILDER FRAME AT TOP AND SP1 CLIPS �titi RADIUS AS REQ'D AT BASE ARE REQ'D > p� Q® O d Ld a FO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" U � r^ ROOF SHEATHING ATTACH PER NAILINGQ J z SCHEDULE < LL LLu J n O rn STANDARD TRUSS O W °6 z _j TOP CHORD VARIES Q C� Q Z Q U Z — (6 TRUSS WEBS NOT O 1.- O) � w z `�° R SHOWN FOR CLARITY w .I Q p Z a 0 PRE-ENG.TRUSS PER 4=- < U) 0~ p w w CO Z PLAN, 24Z¢(n�ZE O.C. MAX " 2x4 #2 SYP CROSS 3:� Q w �' O = BRACING (AT 45°) W/ ROOFING MATERIAL U m O vi ¢ a (3) 12d NAILS TO RATPER ARCHS LL Q >' w N RUNS. TYP EACH SIDEU w Z Z LL U SEE FRAMING PLAN Q __J O CONDENSATE FOR CONNECTION � I— W 0 DISPOSAL BY A/C INFO O �— n SUPPLIER SEE ELEVATION U ujLij CONNECTION TO BE TOP OF MASONRY Q W SUPPLIED BY A/C Z = �. COMPANY SEE ARCH PLANS FOR D w OVERHANGINFO ui .. O (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. O A34 OR LUS24-2 EACH FOR O.H. ? END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. O GROUT SOLID p Z_ FLUE PER MANUF. w = m �� SPECS W/ 2" MIN. w ~ uj M WINDOW PER > 0 BETWEENCLEAR FLUE FLOOR PLAN & F AMEZ uj Z Z 0 UOx GALVANIZED FLASHING = 0. EXT. SHEATHING PRECAST CONC. OR 'S W Q ATTACHED PER POWERS STEEL SILL O M O 0 NAILING SCHED. TYP. @ ALL WINDOWS O O 0 Lu N 2x4 FRAMED CRICKET� m W/ GALVANIZED EXT FINISH PER PLAN 2 (1) 0 J Z FLASHING Luu~ J W �w }-clO Lu O .I�4. MAIN FLOOR � O (4) 16d COMMONS ELEV 0'-0" NAILED @ EACH END U CLCONC. SLAB - ` �� . `. VERT REINF. BEYOND � SEE FOUNDATION ;`. _ 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO =— j I J STRUCTURAL ENG: CFG 16d COMMONS END Q DRAFTING: NAILED TO VERTICAL -1 1— 2x4's I I ( PLAN NRY WALL PER Q srRucT: TNT QC CHECK: MB SEE FOUNDATION -- DETAILS FOR FTG INFO � JOB No. TM - 2153111 TRUSS PER PLAN = SCALE: AS INDICATED F_ _ DATE: 9/1.vq 1R TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" SD2 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A ' L" DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE GABLE END @ FLAT CEILING CONNECTIONS IROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX END NAILS EA. END 1'-9" MAX. VARIES 11 RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END a- VAULTED CEILING 3/4"=1'-0" Fr FIELD FRAMED VALLEY DETAIL 1/2"=11-011 A GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + WHERE O.H. IS > 1'-0", DROP CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H 4 7'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H414'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN — BRACE TO PLATE TRUSS BOT. CHORD CANTILEVER SIMPSON HGA10 @ 48" 1/2" J -BOLTS w/ DTC CLIP, (2) 8d NAILS GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d MASONRY W CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 16d TOE NAILS — NAILS INTO TOP PLATE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w BRACE TO LEDGER O.C. NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q Q < = zo SCHED. -' J GABLE END TRUSS TO PLT.@12" O.C. MAX. co2x w Y TOP PLATE TO D D 2x4 LEDGER W/ (2) 10d :::A = v eA GABLE END W/ 16d I� BRACING IS TO BE BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Z m. HGA10KT 32" O.C. @ BEAM, IF REQ'D w/ (3) — (1) KING STUD w/ SIMPS. BELOW TRUSS PER PLAN 10d NAILS @ EA. TRUSS Q ATTACH PER PLAN LSTA18 HEADER TO CHORD OF EACH BRACE F- ii FROM TOP OF WALL SHEATHING NOT REQ'D SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH #5 CONT. EA.DIAG. AS SHOWN. SHEATHING PER PLAN a PLATE w/ PLYWOOD FALSE BM PER PLAN �-- SHEATHING PER PLAN VALLEY RAFTER SHEATHING COVERING IF REQ'D 16" O.C. CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS TO BE CONT. @ THE O.C. AND 6" FROM EA. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX Z-0" O.H. MASONRY WALL OR ---- FASTEN ROOF V) MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN°'" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TRANSITION FROM TITEN HD @ 32" O.C. & CENTERED BETWEEN i SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. w STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING m - - ZM WALL TO GABLE x x W BLOCKS w/8d NAILS SEE ELEV. FOR 0 CL co W � p TRUSS BOO \ 000 @ 6" O.C. O.H. SIZE v N m F— 0w U J p Lu a0= CONT. 2x4 0 0 ) DOUBLE 2x TOP PLATE DRAFTING: \ \DROP TNT QC CHECK: 2x4 DIAGONAL BRACE WHERE O.H. IS > V-0", END GABLE w/ Z TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 @ 48" O.C. TO 3RD OUTLOOKERS 24" 0 FASTEN SIDE WALL \ BAY REQ'D w/ @ Z SHEATHING PER PLAN. \ STRONGBACK, SEE O.C. TO RUN BACK TO 0 1ST COMMON TRUSS W O (5) 16d NAILS BRACE \ CHART WITH (3) 12d TOENAILS. — EXT. SHEATHING; TO BLOCKING \ \ GABLE BRACING (+) CONNECT TO DROP W ATTACH PER PLAN SEE CHART GABLE WITH H2.5 CLIP. 0 U )P PROVIDE 2x4 BRACE _ MAX 2'-0" O.H. U TO EA. ADJ. DIAL. Z L FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 FRAME WALL CONNECTION 16d NAILS. PER CHART (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" IA = TO BLOCKING O.C. NOT REG'D 6' /q PROVIDE 2x4 BRACE GABLE END O - _ FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN U - PER PLAN SHEATHING FASTEN FASTEN TO DIAG.w/(2) = W 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D GABLE END @ FLAT CEILING CONNECTIONS IROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX END NAILS EA. END 1'-9" MAX. VARIES 11 RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END a- VAULTED CEILING 3/4"=1'-0" Fr FIELD FRAMED VALLEY DETAIL 1/2"=11-011 A GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H 4 7'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H414'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN — BRACE TO PLATE TRUSS BOT. CHORD CANTILEVER 3 1/4" HOLD 1/2" J -BOLTS w/ DTC CLIP, (2) 8d NAILS END NAILS @ EA. PT 2x8 PLT., CANT. FOR WASHERS (MIN. T' MASONRY INTO BLOCKING, (4) 8d CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 16d TOE NAILS — NAILS INTO TOP PLATE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w BRACE TO LEDGER MAX. ATTACHMENT w/ (3) 10d w @ EACH END O z TOENAILS EA. END DOWN FOR PROVIDE 16d NAILS = zo SCHED. -' J GABLE END TRUSS TO PLT.@12" O.C. MAX. co2x w Y TOP PLATE TO D D 2x4 LEDGER W/ (2) 10d :::A = v eA GABLE END W/ 16d I� SIMPSON META16 @ NAILS EACH WEB m 0 NAILS @ 6" O.C. FRAMING FOR FALSE j_ L W/ 1/4"x4-1/2" SIMPSON CMU WALL OR LINTEL m. HGA10KT 32" O.C. @ BEAM, IF REQ'D w/ (3) — (1) KING STUD w/ SIMPS. BELOW TRUSS PER PLAN 10d NAILS @ EA. TRUSS Q ATTACH PER PLAN LSTA18 HEADER TO CHORD OF EACH BRACE F- ii FROM TOP OF WALL TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ O 0 #5 CONT. SINGLE BASE & TOP 01 FASTEN CONV. 2x PLATE w/ PLYWOOD FALSE BM PER PLAN �-- SHEATHING PER PLAN VALLEY RAFTER SHEATHING COVERING IF REQ'D 16" O.C. CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** O.C. AND 6" FROM EA. GABLE END @ FLAT CEILING CONNECTIONS IROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX END NAILS EA. END 1'-9" MAX. VARIES 11 RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END a- VAULTED CEILING 3/4"=1'-0" Fr FIELD FRAMED VALLEY DETAIL 1/2"=11-011 A GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 4 7'-0" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H414'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. TRUSS PER PLAN --- 10d COMMON NAILS (1) A23 FROM -- @ 6" O.C. STRONGBACK TC v °° �u �� J = OO Q cJ DIAGONAL GABLE VERTICAL PER PLAN 2ND 2x4 BRACE IF _ ;_ REQ'D, SEE CHART TRUSS PER PLAN — A -A GABLE VERTICAL BRACING 2x6 -- 10d COMMON NAILS @ 8" O.C. GABLE END BRACING �— PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2.) I �- (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM TRUSS PER PLAN - MAIN SPAN ROOF EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. v °° �u �� J = OO Q cJ O.C. MAX. 45° FROM 8d NAILS @ 4" O.C. PER PLAN TO STUD) _ FOR NAILING TRUSS PER PLAN — L 2x FASCIA w (2) 16d CANTILEVER DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE DTC CLIP, (2) 8d NAILS END NAILS @ EA. INTO BLOCKING, (2) 2x4 #2 SYP P.T. MASONRY INTO BLOCKING, (4) 8d OUTLOOKER 2x6's @ 24" O.C. MAX. BLOCKING @ 24" O.C. (2) 16d TOE NAILS — NAILS INTO TOP PLATE - SIMPSON H2.5(TYP.) IN CMU. OR SIMPSON W/ (2) 12d END NAILS BRACE TO LEDGER ��LAJ 00.00 CJ' , (� �� >- p HOLD WALL 3-1/2" MORE. @ EACH END FASTEN SYP OR SPF c U) �ZO U DOWN FOR @ 24" O.C. W/ (2) 12d 2x DOWNFRAME TO SCHED. DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN END NAILS @ EACH D D 2x4 LEDGER W/ (2) 10d :::A HEADER PER PLAN IF SIMPSON META16 @ NAILS EACH WEB 0 REQ'D. MIN (1) JACK & W/ 1/4"x4-1/2" SIMPSON U EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. SDS SCREWS TO TOPWALL TRUSS PER PLAN Q ATTACH PER PLAN LSTA18 HEADER TO CHORD OF EACH F- ii FROM TOP OF WALL STUDS TYP. BASE TRUSS BELOW O 0 Lli w TO BOTTOM CONNECTION FASTEN CONV. 2x 2x8 #2 SPF STUDS AT �-- SHEATHING PER PLAN VALLEY RAFTER — NAILS @ EACH TRUSS 16" O.C. 1/2" x 8" J -BOLT @ 32" BEARING CONDITION @AC4MU WALL � DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR ---- 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN°'" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN i 6" FROM EACH END FRAME WALL WALL SPLICE DETAIL DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING m 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) flPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP �T E 2x6 RAFTER TO 2x8 TRUSS PER PLAN - MAIN SPAN ROOF TRUSS PER PLAN RIDGE BOARD W/ A35 — PROVIDE 2x BLOCKING 4!t v °° �u �� J = OO Q cJ O.C. MAX. 45° FROM 8d NAILS @ 4" O.C. ON (1) SIDE OF OUTLOOKER OR _ FOR NAILING �j, pe Z RAFTER & A35 ON ADJ TRUSS PER PLAN CANTILEVER DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE J O rn Seo .: �: `® 0- W Q INTO BLOCKING, (2) (AS SHOWN) MASONRY SIMPSON LSTA12 OR 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. 'o o Q 6 FROM EAVES. lJL 0 �� 24"o.c. IF HEADER WITH IN CMU. OR SIMPSON ii ��LAJ 00.00 CJ' , (� �� >- p 2x4 SYP #2 BLOCKING, MORE. META16 AT 24" O.C. FASTEN SYP OR SPF c U) �ZO U ATTACH PER NAILING @ 24" O.C. W/ (2) 12d 2x DOWNFRAME TO SCHED. 2x6 (MIN.) PLATE THRU DOOR AS REQ'D (2) 16d NAILS TO EA. END NAILS @ EACH U) ZZ :::A SHEATHING PER PLAN SIMPSON META16 @ OLL 0 32" 0 C GABLE TRUSS W/ 1/4"x4-1/2" SIMPSON U END. SDS SCREWS TO TOPWALL SHEATHING PER - LAY 2x4 BLOCKING CHORD OF EACH F- PLAN LINTEL PER PLAN _ _ ___�,. OVER THE TOP OF THE TRUSS BELOW O 0 BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN _ ATTACH W/ (2) 10d VALLEY RAFTER — NAILS @ EACH TRUSS FRAMI VALLEY VALLEY TRUSSES) TO TRUSSES) STD CONDITION @ FRAME WALL BEARING CONDITION @AC4MU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. fiFO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" u- 0 O SIMPSON H10A DIAG. Z `rrrrraac�ror TO BLOCKING O �� 'AC d��/o LLj M ` ®0000®000 -y `/� CL r V 0 ccs Ld a, p s; W CV = z GABLE BRACING @ 48" TO MASONRY. AT - MAIN SPAN ROOF (2) 2x TOP PLATE WOOD WALL — PROVIDE 2x BLOCKING 4!t v °° �u �� J = OO Q cJ O.C. MAX. 45° FROM 8d NAILS @ 4" O.C. PLATE & 6" FROM JAMB OUTLOOKER OR CONV. FRAME OR FOR NAILING �j, pe Z HORIZONTAL (+/- 100) SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES J O rn Seo .: �: `® 0- W Q BRACE NOT REQUIRED MASONRY SIMPSON LSTA12 OR (G'E�OGABLE END AT VALLEY FRAMING ®e 'o o Q 6 FROM EAVES. lJL 0 �� 24"o.c. IF HEADER WITH GABLE TRUSS ii ��LAJ 00.00 CJ' , (� �� >- p TRUSS PER PLAN SEE PLAN FOR �R SUPPORT AND TIE DOWN OF JACK V) TRUSSES Ui PROVIDE BLOCKING CL BETWEEN TRUSS BAYS O2(3 O @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE U WALL PER PLAN 0 w Ol CONNECTION DETAIL (FRAME WALL SHOWN; Z O Q �6J co FOR REQ'D MAY ALSO BEU 0 CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � ° z Q U c O 0 z III 0 W O ���''�il'll�lllgli ��Sti U O U) O ❑® O z d Q m NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D, SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" TO MASONRY. AT - MAIN SPAN ROOF (2) 2x TOP PLATE WOOD WALL TRUSS (CENTERED Win TOP SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. PLATE & 6" FROM JAMB OUTLOOKER OR CONV. FRAME OR HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES J O rn FOR WOOD OR FOR ADDT'L INFO. MASONRY SIMPSON LSTA12 OR (G'E�OGABLE END AT VALLEY FRAMING W SP4 CONNECTORS @ o lJL 0 �� 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR U ~�� o - U W z MORE. EXT. SHEATHING; J c U) �ZO U ATTACH PER NAILING J 2x DOWNFRAME TO SCHED. Q D D v y � DOOR AS REQ'D (2) 16d NAILS TO EA. U) ZZ COMMON TRUSS SIMPSON META16 @ OLL 0 32" 0 C GABLE TRUSS 1/2" THREADED ROD TO MASONRY. AT - MAIN SPAN ROOF EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG J O rn FOR WOOD OR WALL W/ UPLIFT MASONRY z U (G'E�OGABLE END AT VALLEY FRAMING HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE NOT USED 3/4"=1'-0" SD3 W J ~ J O rn z U W o lJL 0 �� 0 Z U ~�� o - U W z J c U) �ZO U J Q D D v y � U) ZZ � L'i o D z E OLL 0 U a N W7 F- LL (.5 p W O 0 ~ v W U) i i i ' o m 11 - ZM W 0 CL co W � p BOO 1 000 N m F— 0w U J p Lu a0= ,-J H 0 ) STRUCTURAL ENG: CFG DRAFTING: STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE o 2x4 BEYOND AGAINST 'Val, 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16dN NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP PLATE W/ (4) 16d U) NAILS ((2) ON EA. SIDE) 2x8 STUDS PER —� TYP. AT ALL EXTERIOR FRAMING PLAN CONDITIONS ATTACH PER NAILING (2) 10d NAILS O.C. TOP SPLICE --�--- BOTTOM SPLICE OVER DETAIL STUD 0 I I II IIII I�L��1L DOUBLE 2x8 TOP .-j U) U) PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL --------- DOUBLE 2x4 TOP II II I PLATE U) PROVIDE 2x4 ON TOP II II II OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL L� TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" p Z w 1 1/2" z N Noo lo N C14 N `" 10d x 3" COMM( -- OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U I NAIL BOTTOM PLATE zIL TO CORNER STUD a PACK w/ (4) 10d NAILS u7 00 10d x 3" COMM( OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4'5 (2) 2x6's (2) 2x8's (2) 2x COLUMN FO TYPICAL BUILT-UP STUD COLUMN DETAIL I/ j 3/4"=1'-0"j 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. 10 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8' U- z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING ----- ------ — w� _ (1)ROW OFBdCOMMON NAILS @3"O.C. A' = NAIL SPACING —IF ----- T-1--�—- IF— wz�Q of n,,�'� ,. / NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 1/2" EDGE OV Sc, O z Q V) 00 z C 0 u 0 EDGE DISTANCE PER VPIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN II I I II II II 0- � _ �' �k� R< eT ROOF SHEATHING, 2x FR qe ROOF SHEATHING, p a NAILS @ 3" O.C. F qp O < �A TO FASTEN PER PLAN II II II o 1/2"tiGT Tn, FASTEN PER PLAN FT w w 1/2" A z O NAIL OPENING PERIMETER w/ (2) ROWS OF 8dy �S Ty R� zFVI LL COMMON NAILS @ 3" O.C. _ Op S OF `4`s III III II I I I WALL SHEATHING o = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL y Oy 2x4 FRAMING @ 24" III III II II I Ilr SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. PLANS A DETAIL. MAX 1/8" 1/2" 2x4 FRAMING @ 24 O.C. MAX. III OPENING III II II II SPACE BETWEEN w W O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" III III 4 II PANELS = cn COMMON NAILS @ 3" O.C. „ NAILS AT JOINT U) >- @ 4" O.C. PROVIDE (4)10d x3 III 3 II I II II _j U) O PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES III TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III OPENING III II II II 2x STUDS BEYOND, TOP &BOTTOM SHEATHING SPLICE, STUD PER PLAN - �• : @ 4" O.C. III III II II II LL SEE PLAN FOR MORE O Q U O (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO I— z I— O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN - 2x FASCIA III 1-71-1-111 II II I w= U) IIII II II II TRUSS CONNECTION (2) 8d TOE NAILS I I II IIII LEDGER U11)Q w o IIII EXT. BEAM PER PLAN PT POST PER PLAN II II II 0 = 0 I I II IIII I�L��1L 111��1�®1L®�IL® .-j U) U) 0 0m --- — --------- 0 N0 2x4 BLOCKING PLACED SYSTEM TO MASONRY w/ 2x4 PT SEE ELEV. FOR — — — — —FLOOR SYP #2 LEDGER w/ 114" O.H. SIZE CUT TO FIT 2x BOTTOM PLATE CONDITION @ FRAME WALL OPENING SIZE 1 BEYOND SEE PLAN 12d NAILS @ EACH END POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN SHEATHING DIAGRAM PLAN VIEW @ TOP OF POST ++ fiFl EXTERIOR SHEATHING SCHEDULE W TO STUDS OR BEAM w/ (4) 10d NAILS FOR T S O SHINGLE ONLY 3/4"=1'-0" 1/4" X SIMPS.7 CONY. FRAMED 2x12 BOX HDR w/ 2x8's BLOCKING GYPSUM WALLBOARD 2x FASCIA (2) 8d TOE NAILS TO PER PLAN SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER EXT. BEAM PER PLAN PT POST PER PLAN 2x4 PT LEDGER W/ SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d SCHEDULE O.C. PLAN NAILS 16" O.C. @ 2x4 BLOCKING PLACED SEE ELEV. FOR TO MASONRY w/ 2x4 PT SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE SYP #2 LEDGER w/ 114" O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG SEE ROOF SHEATHING, SDS SCREWS @ 16 SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ PLAN STRAP IS NOT REQUIRED. 16" O.C. MAX.; ° PLAN NAIL PER PLAN (2) 2x BUILT-UP COL . EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SDS SCREWS @ 16" O.C. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF BLOCKING @ 24" O.C. ATTACHMENT BY LAP BEAM PLYS AND DOUBLE TOP PLATE . ii NAIL AS SHOWN 5 10d O SYP #2 LEDGER w/ (2) MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO MASONRY w/ 2x4 PT NZ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) SYP #2 LEDGER w/ 114" (2) 2x TOP PLATE CONNECTION CONNECTION EACH END %% HTS20 CLIP FROM @EACH STUD 12d NAILS @ EACH END POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN LL. PLAN VIEW @ TOP OF POST ++ % % W TO STUDS OR BEAM w/ (4) 10d NAILS FOR T S O SHINGLE ONLY PT POST PER PLAN 1/4" X SIMPS.7 CONY. FRAMED 2x12 BOX HDR w/ 2x8's ABU POST BASE PER 11MEMBERS ONLY W 0 ~ v TOP & BOT., 2x8 TO � W 2x8 #2 SPF VERTICAL PRE-ENGINEERED W SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT 7 SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS _j WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w -- LINTEL w/ (2)ROWS OF J 0 ++ + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONSTRUSS @ 2x4 #2 SYP P.T. @ EA. MEMBER CONNECTIONTRUSS 16" O.C. MAX. w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ STRUCTURAL ENG CFG 2x BRG WALL, SEE DRAFTING: .... __. STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL %%%% PLAN FOR STUD SIZE & ll li TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN 2 2x O AS INDICATED DATE: SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO ,+. UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. a 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE STUD ATTACH 2x TO 2x BRG WALL, SEEPRE-ENG. ROOF BUILT-UP W/ (2) PLAN FOR STUD SIZ.E & TRUSS PER PLAN ROWS OF 10d NAILS SPACING. MIN (2) 2x STAGGERED @ 8" O. C. UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION 6F 1 SECTION DOUBLE BEARING "F1STEP 0� BEARING FRAME WALL SPACED EVENLY SPACED EVENLY .VERTICALLY VERTICALLY 2x6 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD -- EACH VERTICAL POCKET SGD ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER BUILDER BUILDER Rol)HEADER @ POCKET SLIDER w/ TRANSOMS02 HEADER @ POCKET SLIDER w/ TRANSOM �So HEADER @ POCKET SLIDER 1/2"=11-0" 2x6 SYP #2 LEDGER. TO 111 BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4 X 4/Z SDS SCREWS @ 16 SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ PLAN STRAP IS NOT REQUIRED. 16" O.C. MAX.; ° 5/8" THREADED ROD w/ TO GABLE END STUDS w/ U EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SDS SCREWS @ 16" O.C. w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. POCKET SGD MAX.; ATTACHMENT BY LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT . ii NAIL AS SHOWN 5 10d O SYP #2 LEDGER w/ (2) COMMUNITY SPECS NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT TO MASONRY w/ 2x4 PT EXT. BEAM PER PLAN 12 PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 114" 12" O.C. U i INFO SEE PLAN ROOF TRUSSES @ 24" HTS20 CLIP FROM O.C. POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN LL. PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. =0 W TO STUDS OR BEAM w/ (4) 10d NAILS FOR T S O SHINGLE ONLY PT POST PER PLAN 1/4" X SIMPS.7 CONY. FRAMED (S"DO1 TYPICAL SHED ROOF DETAIL ABU POST BASE PER 11MEMBERS ONLY W 3/4"=1'-0" 1 ` / 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL SDS SCREWS @ 16 LINTEL PER PLAN SHEATHING PER PLAN O.C. MAX.; ° 5/8" THREADED ROD w/ TO GABLE END STUDS U 0.:'NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. POCKET SGD ] ATTACHMENT BY SDS SCREWS @ 16" FASCIA PER . ii 504 HEADER @ POCKET SLIDER O.C. MAX.; COMMUNITY SPECS _a L \ q 4 a. i a .a SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR 41 ii / PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 114" PRE-ENGINEERED EE U i INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. Z LL. SIMPSON H3 CLIP DESIGNED FOR =0 W SHINGLE ONLY (C'DO CORNER COLUMN FRAMING (S"DO1 TYPICAL SHED ROOF DETAIL LL O 3/4"=1'-0" 1 ` / 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER � NAILING SCHEDULE & (4) 12d NAILS EACH �■ Q TRUSS MEMBER U 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ] ATTACHMENT BY BUILDER 504 HEADER @ POCKET SLIDER 1/2"=1'-0" II, Q Q W 0 u7 w - 10dx3" d 0 N z O Z 00 LU _c F— u5 IZ W of o U C) LLI 10d x 3" OPP. SIDE z 0 J m 0 \NCE PER w O-- - ------ -- -- J LL. / LU W LL O z O Lii °' co O Y o is•.®®e® ®,f®��© a z cp ROOF SHEATHING, *•��/ 40 . p -D FASTEN PER PLAN ; 2 .-, p: LLi Q •w ' a'* W _s QCT. O °1 h Z ;=oL } w • !! w O f— OiCID U- 0 0 2x4 #2 SYP CONT. w/ (2) w 16d COMMON NAILS 13 - EA. EA. STUD OR TRUSSO O MEMBER, TYP. (MAX. C) 24" O.C.). IF MASONRY, 0 w � w/SMIN�2'EMBEDONS Q �� b�lyN @ rS U 141,IIIIi 3j o 24" O.C. 0IIIVI' H OI z TRUSS PER PLAN = m ^ o O U Z�Ica LL � �f IIII O O Illi lili�l11 �i1i �G WOOD/MASONRY 0 0Z p WALL OR TRUSS, SEE v5 0��� PLAN (TRUSS SHOWN) O am 1-1/2"=V-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" P. 111 110 C � � �■ Q U) wJn U W d r h w zl-M� 0 ] z U O 0 o m U05 w, _ Z J �Q o�VA Z7)U)wwo Z Z Z 7) U) - 0 U- M 0 Z LL. U U) J =0 W LU N . W Z LL O J W 0 ~ v � W 0 1 W ] N� J w i � P. 111 110 SD4 O ] _ Z M Z Q =0 CL cl) Q W C 0 1 000 ] N� i � Z� Z w i'00 J 0 IZ STRUCTURAL ENG CFG DRAFTING: .... __. -STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 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 Y SEE PLAN ' d LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS BEYOND-J— NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE 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 NOTE: - STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS ; SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS F�< x1-1/2" 24" O.C. US ATTACHED PER ATTACHED PER < @ (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 StiFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON " STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS N OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP R FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER . SYSTEM INSTALL LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOTRIBBONNAIL EXTERIOR SHEATHING . , U.N.O. „ FLOOR TRUSS PER STUDS ABOVE PLATE FROM TOP OF WALL UNDER COLUMN FRAMING PLAN FOR PER PLAN PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR ( ) AT EA. END NAILED TO PLATE w/ 2 10d MASONRY WALL SEE BEAM; SEE PLAN ( ) FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x BA MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILLw/(2) 1od SILL PLATEw/(2) 1od BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16'` O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE E ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE " WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 "THAN 2 -STORY WALL NAILS ` (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' BUT LESS SECTION FOR MORE STRAPS CENTERED (IF TITENS ARE N07 IN @ (2) SIMPSON META16 \ \\ LINTEL COURSE OR \ M INFO. FLOOR W/ (14) 10d 2x TOP &BOT. SIMPSON LSTA30 w/ — FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 10d TO STUDS REFER TO MASONRY WALL ---•- 1/4" X 1 3/4" TITENS "" RIBBONS, CONT. ) ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACK — NOTE: ALL FLOOR DBL. TOP PLATE SEE ARCHITECTURAL TRUSSES TO BE P.T. IF " INFORMATION FLUSH W/ FACE OF SCHEDULE PLAN FOR OVERHANG SIMPSON SP4 w/ (6) 10d MASONRY ATTACHED ATTACH 2x STUDS W/ HDR. PER PLAN INFO PER NAILING (2) 16d NAILS @ 6" O.C. 2x STUDS OR SIM) IS PROVIDED 2x STUDS, SEE SCHEDULE; PROVIDE (4) SEE FRAMING PLAN SP8 @ 2x8 STUDS) FRAMING PLAN FOR WINDOW AS SHEATHING AND SPACING AND GRADE SCHEDULED MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING AND SEE ARCH PLAN SIMPSON MSTC40 W/ (36) 16d SINKERSIF FLOOR MASONRY WALL . PER ON FLOOR FRAMING. INDICATED BASE STRAP I BELOW JAMBS 2nd FLOOR CORNER FRAMING ATTACHMENT TO VERIFY SIZE EXTERIOR FINISH PER FLOOR PLAN FOR MIN. Z i PLAN Q Z INT. FINISH PER PLAN MID -SPAN BLOCKING Q 2x BOTTOM PLATE w/ U.N.O. (2) 12d AT 12" O.C. z 0 3/4" FLOOR SHEATHING I INSULATION PER PLAN fA Z F-- W ui Z QcnzZ E ATTACHED PER SEE DETAILS WS10, U NAILING SCHEDULE WS11 OR WS13 FOR FLOOR TRUSSES SEE ADDITIONAL � O PLAN FOR DEPTH AND INFORMATION THIS N W N Q W DIRECTION SHEET Z 0U H NOTE: ALL FLOOR 0 TRUSSES TO BE P.T. IF NO MOISTURE i— BARRIER (FELT PAPER OR SIM) IS PROVIDED - W BEARING -- -- Y SEE PLAN ' d LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS BEYOND-J— NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE 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 NOTE: - STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS ; SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS F�< x1-1/2" 24" O.C. US ATTACHED PER ATTACHED PER < @ (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 StiFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON " STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS N OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP R FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER . SYSTEM INSTALL LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOTRIBBONNAIL EXTERIOR SHEATHING . , U.N.O. „ FLOOR TRUSS PER STUDS ABOVE PLATE FROM TOP OF WALL UNDER COLUMN FRAMING PLAN FOR PER PLAN PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR ( ) AT EA. END NAILED TO PLATE w/ 2 10d MASONRY WALL SEE BEAM; SEE PLAN ( ) FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x BA MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILLw/(2) 1od SILL PLATEw/(2) 1od BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16'` O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE E ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE " WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 "THAN 2 -STORY WALL NAILS ` (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' BUT LESS SECTION FOR MORE STRAPS CENTERED (IF TITENS ARE N07 IN @ (2) SIMPSON META16 \ \\ LINTEL COURSE OR \ M INFO. FLOOR W/ (14) 10d 2x TOP &BOT. SIMPSON LSTA30 w/ — FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 10d TO STUDS REFER TO MASONRY WALL ---•- 1/4" X 1 3/4" TITENS "" RIBBONS, CONT. ) ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACK — NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF " INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE SIMPSON SP4 w/ (6) 10d MASONRY ATTACHED ATTACH 2x STUDS W/ BARRIER (FELT PAPER J PER NAILING (2) 16d NAILS @ 6" O.C. 2x STUDS OR SIM) IS PROVIDED SP6 @ 2x6 STUDS & SCHEDULE; PROVIDE (4) SEE FRAMING PLAN SP8 @ 2x8 STUDS) 1/8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION Q MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING SO TYPICAL TWO STORY COL. @ GIRDER SIMPSON MSTC40 W/ (36) 16d SINKERSIF FLOOR MASONRY WALL . PER ON FLOOR FRAMING. INDICATED BASE STRAP I BELOW JAMBS FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ v PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d > HEADER REQ D ON EITHER SIDE OF WALL. IF WF02/ SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE SIMPSON SP4 w/ (6) 10d Z O - J SINKERS AND (14))/4"X2 Y4" TITENS TO MASONRY z SP6 @ 2x6 STUDS & C] FT MAX: DRAFT SP8 @ 2x8 STUDS) w Q ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER 0 SO 2nd FLOOR CORNER FRAMING ATTACHMENT 0 SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'4" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O C TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 3/4"=1'-0" BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM SYS. 42 FLOOR TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BLOCKING FOR �— 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ BEARING WALL PER AGAINST TRUSS O 12d @ 2 12" O.C. SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) x4 2x4) TO TRUSS w/ (4) (2) H5 EA. FLOOR RIBBON TO BE PT IF FRAME 2KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" NAILS; BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE RIB SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT ACCOMMODATE PLAN FOR MORE INFO (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR - SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP (2) 5/8" TYPE "X" WHEN ' CONNECTION(2) 5/8"TYPE "X" WHEN 3" O.C. WALL - SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER �' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR PLAN - SHEATHING TO PLAN MASONRY OR MTS 12 BLOCKING w/ (4) 16d BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE JOR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fi S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl'�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 'BF01\ TYPICAL BALCONY FRAMING 3/4"=1'-0" 1 \ % 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z a SEE ARCH DWGS FOR w TOPPING INFO a 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED -`-'y PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. A : LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR �j PROVIDE ADEQUATE - -_ SIM. END CONDITION WATERPROOFING. NO — °�. CONCRTE SLAB LINTEL PER PLAN PERMITTED 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" w O IF HEADER IS UPSET � AND WINDOW IS UJ Lu LOWER: (1) 2x SILL PLATE w/ (2) 10d LL TOENAILS. EXT. O HEADER OPENINGS LESS THAN 4FT:(1) 2x p °; SILL PLATE w/ (2) 10d TOENAILS. OPENING �®• LLa � LARGER THAN 4FT: (2) %Y o 2x SILL PLATE w/ A35 �r.o co'), u. A; Z. W,, Z Z CLIPS EACH SIDE w/ 2x :z :t O 00. ZO Q (j CRIPPLES @ 16" O.C. = U ¢ O= �Z u i J w/ (2) 10d TOENAILS Z'> ~ k �® d.. T&B (PLYWOOD °°• c- ®� W Qr SHEATHING REQ'D �� °m• ��®e`er CJS >-JO L SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 0 HEADER CONNECTION @ 2nd FLOOR HIGH BM 1 v SOLID SHEATHING @ o > HEADER N SIMPSON SP4 w/ (6) 10d Z O - J L z SP6 @ 2x6 STUDS & C] 0 SP8 @ 2x8 STUDS) w Q W U.N.O. ON PLAN 0 (� HEADER - SEE 2ND 0 W FLOOR PLAN FOR MIN. Z i HEADER SIZE & REQ'D Q Z JAMB STUDS J Q F- J c U) Fx ZRo v z 0 fA Z F-- W ui Z QcnzZ E U LL Lu U �vi¢° � O N W N Q W 0 Z 0U H VJ 0 i— - W W -- -- W _ ..�. w O IF HEADER IS UPSET � AND WINDOW IS UJ Lu LOWER: (1) 2x SILL PLATE w/ (2) 10d LL TOENAILS. EXT. O HEADER OPENINGS LESS THAN 4FT:(1) 2x p °; SILL PLATE w/ (2) 10d TOENAILS. OPENING �®• LLa � LARGER THAN 4FT: (2) %Y o 2x SILL PLATE w/ A35 �r.o co'), u. A; Z. W,, Z Z CLIPS EACH SIDE w/ 2x :z :t O 00. ZO Q (j CRIPPLES @ 16" O.C. = U ¢ O= �Z u i J w/ (2) 10d TOENAILS Z'> ~ k �® d.. T&B (PLYWOOD °°• c- ®� W Qr SHEATHING REQ'D �� °m• ��®e`er CJS >-JO L SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 0 HEADER CONNECTION @ 2nd FLOOR HIGH BM 1 v SOLID SHEATHING @ o > HEADER N SIMPSON SP4 w/ (6) 10d Z O - x1-1/2" @ 24" O.C. (USE L z SP6 @ 2x6 STUDS & C] 0 SP8 @ 2x8 STUDS) w (2) 2x SPF TOP PLATE W U.N.O. ON PLAN 0 (� HEADER - SEE 2ND 0 W FLOOR PLAN FOR MIN. Z i HEADER SIZE & REQ'D p Z JAMB STUDS J Q w O IF HEADER IS UPSET � AND WINDOW IS UJ Lu LOWER: (1) 2x SILL PLATE w/ (2) 10d LL TOENAILS. EXT. O HEADER OPENINGS LESS THAN 4FT:(1) 2x p °; SILL PLATE w/ (2) 10d TOENAILS. OPENING �®• LLa � LARGER THAN 4FT: (2) %Y o 2x SILL PLATE w/ A35 �r.o co'), u. A; Z. W,, Z Z CLIPS EACH SIDE w/ 2x :z :t O 00. ZO Q (j CRIPPLES @ 16" O.C. = U ¢ O= �Z u i J w/ (2) 10d TOENAILS Z'> ~ k �® d.. T&B (PLYWOOD °°• c- ®� W Qr SHEATHING REQ'D �� °m• ��®e`er CJS >-JO L SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 0 HEADER CONNECTION @ 2nd FLOOR HIGH BM 1 > J - J ~ W J h c-, O> z ; H Z F- 0 r� V J Q 0 _ LL Ol i Z V o`d-= U)" qqLu Z^ Q F- J c U) Fx ZRo v Q Dorn 2 - fA Z F-- W ui Z QcnzZ E U LL U �vi¢° � O N W N Q W Z 0U H VJ 0 i— - W W _ ..�. W M W i 0 CL � W p 0 1 000 Z. c0 � N m �1— J W JP �...�. ) Lu x-00 - 0 ry STRUCTURAL ENG CFG C DRAFTING: _ - -STRUCT: TNT QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 SD5 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING O.C. MAX (U.N.O.) MTS12 OR LSTA18 TO ATTACH PER NAILING USED @ BASE.(WHEN BLOCKING BELOW. WALL IS CONT. BRG ON SCHEDULE TRUSS STRAP STUDS 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS NAILS AND (5) 1/4" TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING TOENAILS EACH END CONNECTED w/ MTS12 STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A SCHEDULE DIAGONAL AS SHOWN. 0 2x BASE PLATE W/ (2) OR LSTA18 NAILING SCHEDULE PLAN 2x8 #2 SYP P.T. SI FOR MORE INFO 12d NAILS @ 12" O.C. 1 1 ANCHOR BOLT OI REVIEW THREADED ROD SPACING J -BOLT W/ MIN. 7" 1 EMBED. @ 32" O.0 2x BLOCKING W/ (2) 12d FROM EA.END SEE ARCHS FOR 1 1 3/4" FLOOR SHEATHING TOENAILS EACH END INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER ATTACHED PER SOLID BLOCKING WITHIN FLOOR SYSTEM 02a ~ 1 1 2x6 #2 SYP CONT. UNDER 2ND STORY COLUMN LOCATION. 1 W NAILING SCHEDULE (2) 2x4 #2 SYP RECESS LEDGER INTO -SDS WOOD SCREWS @ LUS26-2 FOR 2PLY (2) 2x4 #2 SYP VERIFY W/ -- 16" O.C. MAX. & 3° TRUSS (TRUSS, TRUSS SHOP FROM EA. END -USE (3) BLOCKING w/ SIMPSON p DRAWINGS— �� - SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ i W BLOCKING w/ SIMPSON MIN. (4) 16d NAILS TO 0 EA. TRUSS, 24" O.C. HUC24-2 EACH END, LEDGER T..`USE O16d NIS) 1 J HUC24-2 EACH END, TO ALIGN W/STUDS 1 3/4"=1'-011 USE (4) 10d & (2) 10d � N 1 1 BELOW 1 USE (4) 1 O & (2) 10d Z Lu NAILS. UNDER 1 O 1 NAILS. UNDER O 1 1 SEE PLA" WINDOW JAMBS ONLY 1 B WINDOW JAMBS USE 1 I (2) 2x6 w/ HUC26-2. 1 LOW ROOF TRUSS SEE — LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisl SECTION @ COMBO TRUSS (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 LEDGER AT GIRDER PLAN F ISIMPSON H2.5 EA. TRUSS 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE PLATE W/ 1/2" EPDXY USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALT TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A SCHEDULE DIAGONAL AS SHOWN. 0 FRAME WALL FLOOR TRUSS PER NAILING SCHEDULE PLAN 2x8 #2 SYP P.T. SI FOR MORE INFO PLATE w/ 1/2" EPC 1 1 ANCHOR BOLT OI REVIEW THREADED ROD SPACING J -BOLT W/ MIN. 7" 1 EMBED. @ 32" O.0 SEE PLAN FROM EA.END SEE ARCHS FOR 1 1 FURRING AND INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER PLAN PLAN 1/2"=11-0" WALL SPLICE DETAILS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIN SCHEDULE PRE-ENGINEERED TRUSS PER PLAN K6 #2 SYP CONT. =DGER W/ (2) Y4"x3-1/2" DS WOOD SCREWS @ _ i" O.C. MAX. & 3" iAt t -A QOM EA. END -USE - (3) SCREWS FOR 24" I SIMPSON LUS26. U'r RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN (DRAWINGS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER S6d NAILS) G.T. USE (4) LEDGER @ OPEN TO BELOW NOT USED EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. EXTERIOR SHEATHING O1/2" SCHEDULE ON FLOOR PLANS FOR EMBEDMENT @ 32" SHEATHING TO FROM TOP OF WALL OVERLAP BOTTOM END 1 TO BOTTOM OF SILL SEE FLOOR PLAN �— 1 1 PLATE ATTACH PER SCHEDULE DIAGONAL AS SHOWN. 0 1 (7 NAILING SCHEDULE 1 O FOR MORE INFO ROOF SHEATHING — 1 1 H2.5 EA. REVIEW THREADED ROD SPACING ATTACH PER NAILING 1 ISIMPSON TRUSS I SCHEDULE W 1 1 PRE-ENGINEERED — 1 UNDER 2ND STORY COLUMNS, PROVIDE TRUSS PER PLAN 1 SOLID BLOCKING WITHIN FLOOR SYSTEM 02a ~ 1 1 2x6 #2 SYP CONT. UNDER 2ND STORY COLUMN LOCATION. 1 W _ LEDGER W/ (2) Y4"x3-1/2" ( SIMPSON LUS26. USE RECESS LEDGER INTO -SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ -- 16" O.C. MAX. & 3° TRUSS (TRUSS, TRUSS SHOP FROM EA. END -USE (3) - p DRAWINGS— �� - SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ i W MIN. (4) 16d NAILS TO 0 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE O16d NIS) 1 J D04 LEDGER @ LOW ROOF TO ALIGN W/STUDS 1 3/4"=1'-011 1 � NOT USED EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" O1/2" SCHEDULE ON FLOOR PLANS FOR EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) lx PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS F1 SECTION @ OPEN TO ABOVE 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/ %2 EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN -J FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO e, > FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOI` BASE 2x4 BOTTOM PLAT IF SHEATHING IS NOT CONNECT TO DOUBLE 0TOP PLATE W/ 16d TRUSSES PER PLAN –' CONTINUOUS TO BASE NAILS @ 6" O.C. m PLATE, SP8 TOP AND O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45° FROM p ._.... C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/_ 10°) _j 2x BEARING WALL 1 BOOR W2LSIMPSON BRACE NOT REQUIRED w W WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. F_ L- O fil=lBRACING @ 2 STORY FRAME WALL 17) z SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d Lu z THREADED ROD SEE BEARING 2nd STORY WALL NAILS @EACH END. Q h' c O1/2" SCHEDULE ON FLOOR PLANS FOR O BOTTOM PLATE BLOCK ADJACENT F-- Q 0 MORE INFO MAX 5" FROM KING STUD 1 ATTACH PER NAILING BAYS @EACH w SEE FLOOR PLAN �— 1 1 z H "' ti E Z`n�r' SCHEDULE DIAGONAL AS SHOWN. 0 1 (7 IF PORTIONS OF THIS WALL 1 FASTEN ROOF LU LU _ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. o N_ z (5) 16d NAILS BRACE z TO BLOCKING 0 ui PROVIDE 2x4 BRACE to a - TO EACH ADJACENT LU DIAGONAL, FASTEN TO DIAGONAL W/ (2) U) 16d NAILS Z W PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" /71 7v CP;: TnP PLATES U.N.O. (� z THREADED ROD SEE BEARING J (2) 2x HEADER c O1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER c) MORE INFO MAX 5" FROM KING STUD 1 � o SEE FLOOR PLAN �— 1 1 z H "' ti E Z`n�r' 1 (7 IF PORTIONS OF THIS WALL 1 O FOR MORE INFO ARE EXTERIOR, PROVIDE EXT. L SHEATHING ATTACHED PER 1 1 REVIEW THREADED ROD SPACING 1 1 1 BOTTOM OF FLOOR SYSTEM = W 1 1 Wui= Z E 1 UNDER 2ND STORY COLUMNS, PROVIDE < w z 0 1 SOLID BLOCKING WITHIN FLOOR SYSTEM 02a ~ 1 1 UNDER 2ND STORY COLUMN LOCATION. 1 W 111=1'-0" F— W OUU 0 - p W 2x STUDS SEE PLANSTUDS i W 0 0 E ARE 000 1 J 1 1 TO ALIGN W/STUDS 1 1 � N 1 1 BELOW 1 J Z Lu 1 1 1 O 1 > O 1 1 1 1 B 1 I 1 1 ) 1 1 1 1 STRUCTURAL ENG: CFG 1 1 1 -STRUCT: 1 _-_......._... QC CHECK: MB 1 1 2x SPF BASE 1 JOB No. TM - 2153111 SCALE: PLATE DATE: 1 1 1 PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN 1 1 STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW I 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED, 1 FOR A.B. INFO 1 1 1 A 1 1 1 1 lll///® L-! SD6 (� z THREADED ROD SEE BEARING J AT OPENING LARGER THAN 4'-2" ATTACH TOP c O1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER c) MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d � o �— NAILS INTO HEADER z H "' ti E Z`n�r' 11 1 1..1..1 (7 IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS / B KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. L SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 1 BOTTOM OF FLOOR SYSTEM = W IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Wui= Z E UNDER 2ND STORY COLUMNS, PROVIDE < w z 0 SOLID BLOCKING WITHIN FLOOR SYSTEM 02a ~ 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. I~ N W N Q W 111=1'-0" SD6 (� z J w c) � o �— 06 z H "' ti E Z`n�r' 11 1 1..1..1 (7 Q o> U �p�ao= o Z OW Z J fn �z�o v 1 Q OO,), m F- W U) Wui= Z E Z < w z 0 02a ~ I~ N W N Q W F— W OUU 0 - p W � W SD6 ) o J m 11 W M Z W i 0 a - p W � 0 0 000 J � N m i 0 J Z Lu W w O --- > O 0 ) STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT ....... _-_......._... QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 SD6 MIN. (3) 2x SYP STUDS REQ'D i OF LANDING" 16d NAILS FRO LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 / / CLIP TO FLOOR SYSTEM & LANE FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ ol '-01' MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAND NG 6" MIN. lo STRINGERS TO MID SPAN BLOCKING MASONRY WALL) CONT LEDGER w/ (3) 16d _ L ONE @ MID -SPAN A A34 @ EA. STRINGER CONNECT TO, BEAMTO MATCH JOIST NAILS @ 16" O.C. MAX. 2x ATTACHED TO ATTACHING TO STRINGER STRINGERS TO 2x12 STRINGERS ONE CONNECT TO. BEAM TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z X 3" EVENLY SPACED BELOW. TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" WOOD OR MASONRY 6'-0" WALL SEE PLAN FOR 2x6 MORE INFO BELOW 2x JOIST PER O.C. MAX. FOR 010" 8'-0" HEIGHT OF LANDING (2) 2x12 PER FLOOR PLAN A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) co VERTICAL LOCATIONS). MIN. (3) 2x12 SEE SCHEDULE FOR MAX WIDTH OF LANDING 9'-01" (2) 2x12 2x8 MIN. (3) 2x SYP #2 9'-0" (1) 2x12 (1) 2x8 2x6 STUDS REQ'D @ END X FLOORING FOR STRAP (3) 2x12 OF LANDING W/ MIN. (6) 9"-0" 3/4" PLYWOOD OR OSB 2x8 16d NAILS FROM LEDGER TO STUD SEE PLAN FOR DEPTH 01 SHEATHING OVER LANDING ATTACHED STAIR WINDER DETAIL 5'-0" OF LANDING 0UN PACK 2x12 91.0" (2) 2x12 2x8 PER GENERAL FLOOR 7'-0" STANDARD (3) 2X12 SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE TOENAILS EACH END IF ATTACHING MASONRY WAI SEE PLAN FOR MASONRY WALL OR WOOD WALL kz) Lx t5mmm YCK 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW, 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF Ar M N READEDEPTHD 3/4" O.S.B. W/ 8d NAILS --- @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE / ON EACH SIDE AND SUPPORT ONE @ MID -SPAN A A34 @ EA. STRINGER (#2 SYP) TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO STRINGER STRINGERS TO 2x12 STRINGERS ONE CONNECT TO. BEAM ON EACH SIDE AND TO BEAR DIRECTLY ON ONE @ MID -SPAN BUILT UP COLUMN X 3" EVENLY SPACED BELOW. z lz COLUMN BASE PLATE ATTACHED PER PLAN GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=1'-0" PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED / ) 2X BEAM PER SCHEDULE SUPPORT A35 CONNECTION INFORMATION. I I I I @ END OF (#2 SYP) OF LANDING 2x JOIST (P.T. IF LANDING FOR ATTACHING TO 8'-0" STRINGERS TO 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM LET -IN FASTEN TO TO BEAR DIRECTLY ON SLAB USING MIN. (4)4" BUILT UP COLUMN X 3" EVENLY SPACED BELOW. TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" MASONRY WALL) COLUMN BASE PLATE ATTACHED PER PLAN GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=1'-0" PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED BEAM/JOISTS REQUIREMENT AT LANDING HEADER AND BEAM SUPPORT A INFORMATION. (#2 SYP) (#2 SYP) OF LANDING 2x JOIST (P.T. IF (3) 2x12 ATTACHING TO 8'-0" MASONRY WALL) CONT (2) 2x12 LEDGER w/ (3) 16d 6-4' NAILS @ 16" O.C. MAX. 2x6 TO EACH STUD. ((2) 1/4" j x 3 1/2" TITENS @ 16" (3) 2x12 O.C. MAX. FOR 8'-0" MASONRY WALL) (2) 2x12 WOOD OR MASONRY 6'-0" WALL SEE PLAN FOR 2x6 MORE INFO 2x JOIST PER (3) 2x12 SCHEDULE 8'-0" HEIGHT OF LANDING (2) 2x12 PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING SEE ARCH PLAN (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6-4' (1) 2x12 (1) 2x8 2x6 4' -0" j NAILS (3) 2x12 2x8 8'-0" 111-01, (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" TO TRUSS W/ (3) Y4" x 3" (3) 2x12 2x8 8'-0" 10'4" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" VERTICAL LOCATIONS). TOENAILS BOTTOM 2x4 #2 SPF STUDS @ (3) 2x12 2x12 9'-01" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" X FLOORING FOR STRAP (3) 2x12 2x8 9"-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" Z 0UN (3) 2x12 2x12 91.0" (2) 2x12 2x8 T-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" NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 2x6 VERTICAL @ 6-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL 2x4 #2 SPF SILL PLATE NOTCH SILL AND 32" N.T.S. EQUALLY O.C. SPACED/CENTEREE 2x4 CONT. TOP PLATE SEE ARCH PLAN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 2x4 CONT, TOP PLATE 3l" MAX. 4'-0" ABOVE FLOOR FACE OF TRUSS STUDS 2/ (2) 16d TOE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE02 j NAILS STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ TO TRUSS W/ (3) Y4" x 3" 10d NAILS @ 4" O.C. I FLOOR BEAM CONDITION 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 I MAX. 4'-0" ABOVE 24" O.C. W/ (2) 12d PLAN VERTICAL LOCATIONS). TOENAILS BOTTOM 2x4 #2 SPF STUDS @ TRUSS TO OUTSIDE TOENAILS BOTTOM NOTCH SILL PLATE SLICE CUT PLYWOOD y 24" O.C. W/ (2) 12d X FOR VERTICAL I X FLOORING FOR STRAP — NOTCH SILL AND TOENAILS BOTTOM I W N PLYWOOD FLOORING Q Z 0UN J TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING ATTACH 2x6 VERTICAL W DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" SDS WOOD SCREW -0 - 2x4 #2 SPF SILL PLATE NOTCH SILL AND Or -k-, 1 IUN X -X N.T.S. EQUALLY O.C. SPACED/CENTEREE 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 3l" ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE (2) SIMPSON LSTA24 FACE OF TRUSS STUDS W/ (2) 16d TOE02 j NAILS STRAP (1 EA. SIDE OF W NAILS tt STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL U 1— (.9 2x4 #2 SPF STUDS @ TO TRUSS W/ (3) Y4" x 3" gkSEE ARCH PLAN FLOOR BEAM CONDITION 24" O.C. W/ (2) 12d U) W z of o Q 00O�v C MAX. 4'-0" ABOVE EQUALLY PLAN SPACED/CENTERED IN TOENAILS BOTTOM 2x4 #2 SPF STUDS @ TRUSS TO OUTSIDE FACE OF TRUSS SLICE CUT PLYWOOD y 24" O.C. W/ (2) 12d X N.T.S. I X FLOORING FOR STRAP TOENAILS BOTTOM I 2x4 #2 SPF SILL PLATE NOTCH SILL AND 2x4 SILL PLATE W/ 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIC 2x6 VERTICAL AND L -BRACE @ 6'-0" 0.( @ ANY OPENING TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FIBC 5TH EDITION) PERPENDICULAR TO FLOOR 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS u J 4 Q z 0 w p U) ujo CV z O_ t Z 00 w LO w °o U U (n Z n W 0 0) a >* d w00 �. • o®��� �� N 2 Z _O ��' J t �[ ci®Q � u.j Q 00 Z 2 // ®� 0-•96600 ! ®® m ILLJ w J a O 0 U M pw of Z F--1 O ��co `�l N rS U o rYzz Iw- o z° Q U o O U Zql LL O Iilil�i ti� p �p d,l i'tl6l StiG� e Z Q G�� C) O z (n O EL am W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING Z O.C. TO ALLOW VERTICAL VJ TO SLIDE DOWN TO nov ' J (2) SIMPSON LSTA24 FACE OF TRUSS J j STRAP (1 EA. SIDE OF W w Lu Z uj c") E _ STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL U 1— (.9 TO TRUSS W/ (3) Y4" x 3" C�wz`D� FLOOR BEAM CONDITION SDS WOOD SCREWS U) W z of o Q 00O�v C FLOOR BEAM SEE EQUALLY PLAN SPACED/CENTERED IN TRUSS TO OUTSIDE FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES y SINGLE TRUSS PARALLEL TO FLOOR 3/4"=1'-0" N.T.S. 2x4 SILL PLATE W/ 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIC 2x6 VERTICAL AND L -BRACE @ 6'-0" 0.( @ ANY OPENING TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FIBC 5TH EDITION) PERPENDICULAR TO FLOOR 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS u J 4 Q z 0 w p U) ujo CV z O_ t Z 00 w LO w °o U U (n Z n W 0 0) a >* d w00 �. • o®��� �� N 2 Z _O ��' J t �[ ci®Q � u.j Q 00 Z 2 // ®� 0-•96600 ! ®® m ILLJ w J a O 0 U M pw of Z F--1 O ��co `�l N rS U o rYzz Iw- o z° Q U o O U Zql LL O Iilil�i ti� p �p d,l i'tl6l StiG� e Z Q G�� C) O z (n O EL am � d C J > �1 W M Z I— pa_ Q W > 00 O 1 N ail-- OWZ ;w _j Lu '0 a. STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT ] QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 ST1 Z VJ W nov ' J J j W w Lu Z uj c") E _ Z U 1— (.9 �= C�wz`D� W J D U) W z of o Q 00O�v C ? HZ z Z U) E y 0 0 2(L W N W Q Z 0UN J O W W ] U) 1 ! 1 1�2 � d C J > �1 W M Z I— pa_ Q W > 00 O 1 N ail-- OWZ ;w _j Lu '0 a. STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT ] QC CHECK: MB JOB No. TM - 2153111 SCALE: AS INDICATED DATE: 9/13/2016 ST1 UECORD COPY #16 -2686