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436 Red Rose Ln 17-2038 (a)LOT 147 - THORNBROOKE 50 's DAPHENE III - 2600 - ELEVATION "A" GARAGE LEFT THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP SERVICE, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, REDRAW NOTES 02-20-11 CREATED LOT SPECIFIC PLAN FOR LOT 141, IN THORNBRCCKE 50's, ELEVATION "A", GARAGE LEFT W1 PLAN OPTIONS INCLUDING: FRONT DOOR GLA65 INSERT, GOURMET KITCHEN, POCKET S.G.D. AT FAMILY ROOM, (1) OILING FAN PRE -WIRES AND (3) RAR PENDANT - PRE -WIRES. 06-09-I1 MIRRORED PLAN TO CREATE LEFT HAND VER51ON, DRAWING INDEX COV. - GENERAL NOTES, INDEX, SPEC IFICATIONS 1 - SLAB INTERFACE PLAN 150 STATE STPLEET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: 2A2 - MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2B1 - UPPER FLOOR PLAN NOTES ASPHALT 5HINGLE5 (IF APPLICABLE); 2B2 - UPPER FLOOR PLAN DIMENSIONS I. WINDRE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1, 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 - FRONT ELEVATION 3A2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION 3A3 - FLASHING DETAILS W ®®e11666 3A4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRICAL PLAN Cm RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1:3 RFCORI) COPY OR THE RECOMMENDATIONS OF RAS II8, In OR 120, REQUIRED UNDERLAYMENT PER F.B.CR. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM REVIEWED FOR CODE COMPLIANCE _ D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE0 EXAMINER INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, In OR 120. DATE e. SAN FC Q BUfLDIN QIViS (JN CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PA5T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER, REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE TUB AND 5NCWER ARE45: COMPACTION TEST I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM CRSS, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER REQUIRED Jesuits to be Verified RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. at ,5'iab Inspection O�N'Tr__ORD #7-238 GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON515LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C,-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: I THE 6AR46F SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12;1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLEROOM5 ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE 'X" r_iTIJSUM L3UAKU UK tUUIYALtN1. WHtKt iMt btt-'AKAIIUN i� A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - STH EDITION (2014) 81023.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER R15L.R. - 5TH EDITION (2014) 8103.6.1 AND A5111 C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926, PER F.B.C.R, 5TH EDITION (2014) R103h.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE615TANT 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 LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH 45TM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM C 926, STUCCO CONTROL JOINTS: NSTA ASTM C 1063 06 (11141 THRU 11144) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F AND DELINEATE AREAS NOT MORE THAT 100 STUCCO CONTROL JOINTS TO BEI "V.W PER S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS, EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS x Cd w 150 STATE STPLEET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM 0 em L O � � � 40 Uro to I� p� JN. n N N r ?JC4 ��o O�CO u. .c 0 0 4�� roti zr2° FLOOD ZONE REQUIREMENTS: •■®®® �® ®®°•�®� ®®�� PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. STUCCO CONTROL JOINTS: NSTA ASTM C 1063 06 (11141 THRU 11144) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F AND DELINEATE AREAS NOT MORE THAT 100 STUCCO CONTROL JOINTS TO BEI "V.W PER S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS, EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS DAVIS BEWS ia ."I DESIGN GROVP 150 STATE STPLEET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM A • L7Er4VEP- 1994 DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A SELF-CL051NG DEVICE.see FLOOD ZONE REQUIREMENTS: •■®®® �® ®®°•�®� ®®�� PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT 5HINGLE5 (IF APPLICABLE); w a Q C®® I. WINDRE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1, O 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS®® ®®® °•°°� HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR ®®®s®®® ®® TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R90 11. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF W ®®e11666 ®® UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR Cm RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1:3 OR THE RECOMMENDATIONS OF RAS II8, In OR 120, REQUIRED UNDERLAYMENT PER F.B.CR. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE0 INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, In OR 120. z31 e. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PA5T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER, 0 TUB AND 5NCWER ARE45: W I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM CRSS, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. F� TERMITE PROTECTION: PROTECTIVE SLEEVES AROUND PI PENETRATING SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR . PIPING PEERATING CONC ET R E I. PENETRATION.I SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO61YE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL Q15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 5LOCK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE56 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. ' 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES 40 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. r**A% rt 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING5 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.4&mm) SHEET STEEL 1 OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. qq;r 0 4. FOUNDATIONS AND 6UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 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 (Ih 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 LISTED 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 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE • THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN" 2600 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, ATTENTION GENERAL CONTRACTOR / BUILDER 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODE5 SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. 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. REV. 09.29-2016 11 cov PAVER DRIVE / LEAD WALK 161-011 22'-0" 401-011 DAMS BEWS DESIGN GROUP 150 STATE. SiTL.EET EASY OLDSMAR, FWRIUA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCOM TAMPA •DENVER T. 1994 �,, x m Lo 0 100 811 SII QII QII G.C. VERIFY ACRYLIC 401-011 K/13'-011 ON LANAI C4 co L 0 0 � • ro= ~ J � 0 r� -a" 1'-411 Im' 0" 1'-411 E 3'-411 dll III -211' coy LUi�� n � z° u l u n A/C PAD NO. I .011 A/C PAD NO.2 (VERIFY (VERIFY to LOCATION) LOCATION) I � ELEVATION W -J 0'-4'1 • JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED as—as-1 � N.B. 11/2" RECE55 FOR S.G.D. G,C, TO DETERMINE EXACT = LOCATION OF FLOOR OUTLET PAVER DRIVE / LEAD WALK 161-011 22'-0" 401-011 DAMS BEWS DESIGN GROUP 150 STATE. SiTL.EET EASY OLDSMAR, FWRIUA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCOM TAMPA •DENVER T. 1994 �,, x m 811 SII QII QII G.C. VERIFY ACRYLIC L �' ON LANAI L 0 0 � • ro= ~ J � 0 r� Q � C E 3'-411 dll III -211' coy LUi�� � z° ELEVATION W -J 0'-4'1 N.B. 11/2" RECE55 FOR S.G.D. G,C, TO DETERMINE EXACT = LOCATION OF FLOOR OUTLET PRIOR TO 5LAB POUR 28' -SII II_ -III 91_L,II i Ll FLOOR OUTLET PROVIDE CONDUIT / / n (VERIFY LOCATION) IN 5LA5 FOR 15LAND ELECTRIC ' V N _� I�_7p IIIII 0 REFERENCE ELEVATION PROVIDE UTATER 01-0„ LINE FOR ICE MAKER REFI L___J 13'-2" 41.511 21.911 III-/ II YJ 8'_211 / } \ LINE OF TILE SEAT ABV- QI ELEVATION l) 0'-4° eI u' I 5HOWER — - A RECE55 — - — — — - I- Oi-/ I� ctl 31_111 II -511 31_2�I 41.11 24'-411 ('CxARDEN G �� - FoPf- — 1 I�OPT. �TUS DRYER I I UJASHER __J L__JLC'r 50 GAL. ELEVATION l J W.H. HEAD/ l-) 0'-4" VALVE „ v `- o c° ELEVATION PAVERS l )0-411 � :Z: —� TAPERED I COLUMN A5V. = (TYP.) 6' 6" 10'-411 1'-211 , a" 20'-811 all 161-011 ELEVATION _ w0'—O" ELEVATION ; (+) 0'-0° AA 3A2 H.B. ELEVATION v�u 11/2" RECE55 FOR GAR. DR PAVER DRIVE / LEAD WALK 161-011 22'-0" 401-011 DAMS BEWS DESIGN GROUP 150 STATE. SiTL.EET EASY OLDSMAR, FWRIUA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCOM TAMPA •DENVER T. 1994 �,, x m L �' QJm l� L 0 0 � • ro= ~ J � 0 r� Q � C E coy LUi�� � z° LL C) mr) WSW �®q� r �Li:: to -4'fifill WO Lu 00 : O • � o V o � 2o o Z cQ�i 0 0 o o 0 (1) cmt 0 2600 SLAB INTERFACE P LAN 01 SCALE: 1/4" , 1'_011 GARAGE LEFT • TITLE • SLAB INTERFACE PLAN • SHEET • SLAB INTERFACE P LAN 01 SCALE: 1/4" , 1'_011 GARAGE LEFT • TITLE • SLAB INTERFACE PLAN • SHEET • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). 3'-6"x3'-6" 3'-6116'40" A/C PAD N0, I A/C PAD NO, 2 (VERIFY (VERIFY LOCATION) LOCATION) TION, LOCATION) TOM. T.O.M. -4 q .4 91-411 9, 4„ A.F.F. AFF. AFF, AFF. BOTT. OF LINTEL — — - - — —.— — — — — � 50Tr. OF LINTEL� BOTT. OF LINTEL � — I REFER TO 5HEET I AT 84" AFF. AT V-0" A.F.F. AT 84" AFF, 2A2 FOR MAIN FLOOR PLAN W/ DIMENSIONS �- OTT. OF INT G.G. VERIFY ACRYLIC LANAI - B LINTEL 40 0x10 0 AT 84" AFF. ON LANAI 9'-4" PLT. HT. I z © T.O.M. 9-IDx8-0 TEMP. PKT, 5LIDER H.B. 3 - 26 5H. ( 2 - 26 514. HD. AT 84" HE). AT 84" e UICvoL E LG BRKFST 10'-10"x8'-9" CPT, TILE 9'-4" FLAT CLG. o MASTER SUITE FAMILY ROOM 11'-9"x15'-1" 15'-9"x18'-11" 34 H. COUNTERTOP o 9'-4" FLAT CLG. 2 -STORY VOLUME KNEE tt I WALL NOTE: Q N ALL INTERIOR // 0 I o ANGLED WALLS O TO 8' 8 i ARCHFROM ARE AT 45' (UN.O.) i o " O - - - _ LINE OF SECOND FLOOR ASV. O R/5 000 ,- — — — 9'-4" 36" H. coNTlNuouS K _ KITCHEN CLG, GRA5PABLE I 9'-4" FLAT CLG. I o RAILING TURN -OUT CLG. I I �a STAIRDATA; CPT, TILE OVEN/ 18 R15ER5 AT MICRO 9' 4" R/5 EN o1.31" EACH a i CLG. -- --� t- lu 10.00" TREADS - o I 2 TOY V-4" _ ti 9'-4� V LU E CLG. � o � I I LANDING 2-IDx6-8 � CLG. I J, I OPT. REF: i Lu e I - - - - 9' 4" I a I O.H.pEEP I (2) I -6x6-8 R/5 v I - - - - CLG. 2-8x6-8 - - - - 77c. - - CLGpiNG TILE CPT. a FLAT HEADER M 4$pTH 9'-4" 11 PW�R. - - - -" - AT 8' ID CLG. 34 H. G) CLG. " I PED ARCN FROM TI w. 5 5H. 1 8'-0" TO 8'-8" 2-8x&-8 TILE SEAT LOW WALL WG LAV. � UNDER TEMP. GLS. 0 DINING COUNTERTOP a 42" LOW WALL — - ooc 61 ;2C I I 11'-0"x10'-9" 22" w g' 4" ��g, 4„ w a' TILE GPT. 9'-4" FLAT CLG. TU5 DECK CLG. �ro�� CLG. I 9 4 II o UTIL I I cLGI I TILE GARDEN 5HOWER FbPT. - -I OPT.- ' w I 1 N 1 TUB I DRYER I ( WASHER I a 2 - 26 5H. Ci HEAD/ VALVE u "' HD. AT 84" C, a, o x m u HAN -0 BOX TO FURRING FRAME INSULATE CROWN STANgARq OJ I WALL / DRYER` 5OFFIT BOTT. IN FOYER FLAT HEADER 50 GAL. /' AT 8 PORCH 4 WA,, � / wANGING T AT 8' -ID" A.FF. � 11 AFF NGLED 5OFFIT 18'-0"x8'-0" 5EE DETAIL ON 9'-4" PLT. HT. PAVERS 5HT. 2C (CENTER ON DRYER -------------------I VENT) SOFFIT FOR A/c DUCT BorroM AT V-4" _ _ _ _ _ FLAT HEADER FLAT HEADERL TAPERED _ _ 7 AT V-4" AFF. AT V-4" AFF, -- COLUMN GARAGE I 20'-8"x21'-0" L_ :=-- - - -1 AA (SEE ELEV.) 9'-4" PLT. HT. 54"42" ATTIC ACCE55 3 2 REFER TO 5HEET 2A2 FOR MAIN FLOOR o ' < r ------------T--- --- PLAN W/DIMEN51ON5 r= 6' I LINE OF GARAGE DOOR IN OPEN P051TION�I H.B. I I 16 -0x1 -O O.H. GARAGE DOOR PAVER DRIVE / LEAD WALK T.O.M. A.F.F. �c CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.5.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.5.C.R - 5TH EDITION (2014) 83122 HATCHING LEGEND INSULATE WALL MAIN FLOOR 1453 TYPICAL MASONRY lUF'PER FLOOR 1147 WINDOW SCHEDULE TOTAL LIVINGi 2(oOO WINDOW WIDTHS i� 477 S.F. 2011 2 111 31" 5311 L S.F. WINDOW CALL -OUTS 3(o21 5.F, rr to N N " 2611 1 ?'gjm 12 5H 1/2 32 5H 22 5N 32 5H W 0 0 J ~O 91 LL = 39" >E 13 5H 1/2 33 5H 23 5W 33 5H Zz 2 0 -- I J � 0 51" 14 5H 1/2 34 5H 24 5H 34 5H 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '� z 1211 �s 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, W WINDOW 51ZE6 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5, z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE {UNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) 3'-6"x3'-6" 3'-6116'40" A/C PAD N0, I A/C PAD NO, 2 (VERIFY (VERIFY LOCATION) LOCATION) TION, LOCATION) TOM. T.O.M. -4 q .4 91-411 9, 4„ A.F.F. AFF. AFF, AFF. BOTT. OF LINTEL — — - - — —.— — — — — � 50Tr. OF LINTEL� BOTT. OF LINTEL � — I REFER TO 5HEET I AT 84" AFF. AT V-0" A.F.F. AT 84" AFF, 2A2 FOR MAIN FLOOR PLAN W/ DIMENSIONS �- OTT. OF INT G.G. VERIFY ACRYLIC LANAI - B LINTEL 40 0x10 0 AT 84" AFF. ON LANAI 9'-4" PLT. HT. I z © T.O.M. 9-IDx8-0 TEMP. PKT, 5LIDER H.B. 3 - 26 5H. ( 2 - 26 514. HD. AT 84" HE). AT 84" e UICvoL E LG BRKFST 10'-10"x8'-9" CPT, TILE 9'-4" FLAT CLG. o MASTER SUITE FAMILY ROOM 11'-9"x15'-1" 15'-9"x18'-11" 34 H. COUNTERTOP o 9'-4" FLAT CLG. 2 -STORY VOLUME KNEE tt I WALL NOTE: Q N ALL INTERIOR // 0 I o ANGLED WALLS O TO 8' 8 i ARCHFROM ARE AT 45' (UN.O.) i o " O - - - _ LINE OF SECOND FLOOR ASV. O R/5 000 ,- — — — 9'-4" 36" H. coNTlNuouS K _ KITCHEN CLG, GRA5PABLE I 9'-4" FLAT CLG. I o RAILING TURN -OUT CLG. I I �a STAIRDATA; CPT, TILE OVEN/ 18 R15ER5 AT MICRO 9' 4" R/5 EN o1.31" EACH a i CLG. -- --� t- lu 10.00" TREADS - o I 2 TOY V-4" _ ti 9'-4� V LU E CLG. � o � I I LANDING 2-IDx6-8 � CLG. I J, I OPT. REF: i Lu e I - - - - 9' 4" I a I O.H.pEEP I (2) I -6x6-8 R/5 v I - - - - CLG. 2-8x6-8 - - - - 77c. - - CLGpiNG TILE CPT. a FLAT HEADER M 4$pTH 9'-4" 11 PW�R. - - - -" - AT 8' ID CLG. 34 H. G) CLG. " I PED ARCN FROM TI w. 5 5H. 1 8'-0" TO 8'-8" 2-8x&-8 TILE SEAT LOW WALL WG LAV. � UNDER TEMP. GLS. 0 DINING COUNTERTOP a 42" LOW WALL — - ooc 61 ;2C I I 11'-0"x10'-9" 22" w g' 4" ��g, 4„ w a' TILE GPT. 9'-4" FLAT CLG. TU5 DECK CLG. �ro�� CLG. I 9 4 II o UTIL I I cLGI I TILE GARDEN 5HOWER FbPT. - -I OPT.- ' w I 1 N 1 TUB I DRYER I ( WASHER I a 2 - 26 5H. Ci HEAD/ VALVE u "' HD. AT 84" C, a, o x m u HAN -0 BOX TO FURRING FRAME INSULATE CROWN STANgARq OJ I WALL / DRYER` 5OFFIT BOTT. IN FOYER FLAT HEADER 50 GAL. /' AT 8 PORCH 4 WA,, � / wANGING T AT 8' -ID" A.FF. � 11 AFF NGLED 5OFFIT 18'-0"x8'-0" 5EE DETAIL ON 9'-4" PLT. HT. PAVERS 5HT. 2C (CENTER ON DRYER -------------------I VENT) SOFFIT FOR A/c DUCT BorroM AT V-4" _ _ _ _ _ FLAT HEADER FLAT HEADERL TAPERED _ _ 7 AT V-4" AFF. AT V-4" AFF, -- COLUMN GARAGE I 20'-8"x21'-0" L_ :=-- - - -1 AA (SEE ELEV.) 9'-4" PLT. HT. 54"42" ATTIC ACCE55 3 2 REFER TO 5HEET 2A2 FOR MAIN FLOOR o ' < r ------------T--- --- PLAN W/DIMEN51ON5 r= 6' I LINE OF GARAGE DOOR IN OPEN P051TION�I H.B. I I 16 -0x1 -O O.H. GARAGE DOOR PAVER DRIVE / LEAD WALK T.O.M. A.F.F. �c CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.5.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.5.C.R - 5TH EDITION (2014) 83122 HATCHING LEGEND INSULATE WALL MAIN FLOOR 1453 S.F. lUF'PER FLOOR 1147 5.F, TOTAL LIVINGi 2(oOO 5.F. C-cARAGE 477 S.F. LANAI 400 S.F. PORCH 144 S.F. TOTAL 50. FT, 3(o21 5.F, MAIN FLOOR PLAN NOTES SCALE: 1/4" : 14' GARAGE LEI" • JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09--17 x �o DAMS BEWS U Lo rO DESIGN GROVP 0 150 STATE STR.P.ET EAST OLDWAR, FLORIDA 31*77 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nE?q\/M EST. 1994 e_ - N MMN0) O a `, rr to N N " 1 ?'gjm 0 0 J ~O 91 LL >E =o --m 00 Zz 2 0 -- I • JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09--17 • T1 TLE • MAIN FLOOR PLAN NOTES yon DAMS BEWS DESIGN GROVP 150 STATE STR.P.ET EAST OLDWAR, FLORIDA 31*77 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nE?q\/M EST. 1994 e_ - • T1 TLE • MAIN FLOOR PLAN NOTES REFER TO 5HEET 2A FOR MAIN FLOOR PLAN IN NOTES 31-011 --------- --- — cO— — ---------- — 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER .� EST. 1994 _ 0 N' l Su 18u 00 $i $i I L .?:=.J M LANAI LL 0 . 00 c O�-0Q � C p E _p�m; LL L �}iN p , f0 i I 4d 0 zG201 81-511 8 9 -2 M.O. 3 41. 8 61-611 .I 6 -1 2 8 I I d- a BRKFST 12'-911 15' 911 3'-31' 2'-111 6'-2" FAMILY ROOM cp MASTER SUITE i O ------�...— KITCHEN �I�---- i�— I 3 -4.. 8.. 3'-41' I (!T �.-- I I� I - 4N 0— PWDR - - - 4' 1" I' 1" 2'-�i -6° 51., I 2'-1" 6' 111 6 4'-8" 5'-101, 3'-411 3'-211 aNLLLL - M. BATH _ 0 r `" i i DINING N 8 31\ 12'-411 UTTL. �" 0 o LI I N N _ _ J -� 8" 4'-6" M.O. 6'-6" 6'-4" I O �-- --� ( PORCH I 21-411 `fJ N - N GARAGE _-.- --------------------- ---------------- REFER TO SHEET 2AI FOR MAIN FLOOR PLAN W1 NOTES MAIN FLOOR PLAN DIMENSIONS GARAGELEFf0 JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 K 0 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER .� EST. 1994 U �0 0 N' 00 r - L .?:=.J M 66 LL 0 . 00 c O�-0Q � C p E _p�m; LL L �}iN p , f0 0) 4d 0 zG201 JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 • T1 TLE • MAIN FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP' 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER .� EST. 1994 • T1 TLE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS 5HALL COMPLY WITH 8310 PER F.5.C.R, 5TH EDITION (2014). * * * * * * * I I I I I I I i F —1 J --1— ._ J-----------L__� I I I I AA 3A2 I i I I 1 I I REFER TO SHEET 252 FOR UPPER FLOOR PLAN W/ DIMEN51ON5 --..... ----- --------------R CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 A50YE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM 1N WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER FB.C.R2 - 5TH EDITION (2014) 83122 UPPER FLOOR PLAN NOTES GARAGE LEFT TYPICAL WOOD FRAME x N w DAMS BEWS DESIGN GROUP WINDOW SCHEDULE U Lo �0 EST. 1944 �- WINDOW WIDTHS I — --------------�_--- 20" 24" 36" 45" I I r - WINDOW CALL -OUTS 2x 2x6 I 00 � Ja n0 FRAME FRAME FRAME FRAME I MALL WALL 20" WALL 1816 F.G. 2015 F.G. 3016 F.G. 4018 F.G. W 3 - 2038 FG. 3050 5H. HD, AT T-2" HD, AT IS' -2" = 241 * EGRE55 1520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J BEDROOM 2 0 36" BEDROOM 3 1530 5H 2030 5H 3030 5H 4030 5H 10'-8"x10'-2" 9'-0" FLAT CLG. 9'-0" FLAT CLG. z45 " 0 1540 5H 2040 5H 3040 5H 4040 5H z PROVIDE PAN AND DRAIN 60" s 1,550 5H 2050 5H 3050 5H 4050 5H 12" 1,560 5H 2060 5N 3060 5H 4060 5H E31-PA55 - G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOJ5, uj � WINDOW 51ZE5 AND IN5TALLATICN MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. O REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW z U5E1) (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED --_ _------ GLA55- F.G.) I I I I I I I i F —1 J --1— ._ J-----------L__� I I I I AA 3A2 I i I I 1 I I REFER TO SHEET 252 FOR UPPER FLOOR PLAN W/ DIMEN51ON5 --..... ----- --------------R CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 A50YE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM 1N WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER FB.C.R2 - 5TH EDITION (2014) 83122 UPPER FLOOR PLAN NOTES GARAGE LEFT x N w DAMS BEWS DESIGN GROUP U Lo �0 EST. 1944 �- I — --------------�_--- ------- ---- L� -------------- �N�M I I r - 2x6 2x L >J� 2x 2x6 I 00 � Ja n0 FRAME FRAME FRAME FRAME I MALL WALL WALL WALL I I I 3050 SH. 3 - 2038 FG. 3050 5H. HD, AT T-2" HD, AT IS' -2" HD. AT T-2" * EGRE55 ABV. MAIN F.F. * EGRESS BEDROOM 2 BEDROOM 3 11'-11 "x10'-6" 10'-8"x10'-2" 9'-0" FLAT CLG. 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 5-0x6.8 6-0x6-8 51-PA55 UNDER A.N. OPEN TO BELOW E31-PA55 - ------..._- --_ _------ R/5 R/5 TU5/ I A.H - 2-8x6-8 42" H. LOW WALL �'b SHOWER SHOWER I OPT. RAILING 11LE CPT. BATH 3 I -I• --------ARCH FROM CLG. 2-6xh-8 9'-011 BATH 2 5 5H. I I 1' 8° ro s' a° CLG. 9'-0" I I 42" H. CPT, TILE CLG. a° _ r" LOW WALL > TILE GPT. 9' 0" I I I Q I ARCH FROM 1'-8" TO 81.4 M.C. LAV. -� CLG. 2 6x6-8 ry M.C. I I I R/5 a 2-4x6-8 PKT. LANDING— I u 42" H. WALL 5-&6-a oLOW 51-PA55 LOFT DEN " „ 11 -11 x13 -2 15'-9„x12'-3” BEDROOM 4 9'-0" FLAT CLG. n 9'-0" FLAT CLG. 10 8 x12 6 9'-0" FLAT CLG. 36" H. CONTINUOU5 GRASPABLE RAILING 2x6 EXTERIOR FRAME WALL (U.N.O.) 3050 5N. 2050 2 6x6 8 3050 5H. HD. AT T-2" T HD, AT 1.2 HD. AT T-2" * EGRE65 I I I I I I I i F —1 J --1— ._ J-----------L__� I I I I AA 3A2 I i I I 1 I I REFER TO SHEET 252 FOR UPPER FLOOR PLAN W/ DIMEN51ON5 --..... ----- --------------R CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 A50YE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM 1N WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER FB.C.R2 - 5TH EDITION (2014) 83122 UPPER FLOOR PLAN NOTES GARAGE LEFT JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 x N w DAMS BEWS DESIGN GROUP U Lo �0 EST. 1944 �- 0 C4 ti �N�M r - L >J� 66 X10LL 00 � Ja n0 rr ro c 5:0 t ropy N ) ro� o� +� z�° JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 ®®"Its9000 ®% W ° ro : Ln ®®®®/®®®�e� �® ®®ui i� cin p r.. o 0 z c 0 (9f) 0 0 2600 • TITLE • UPPER FLOOR PLAN NOTES • SHEET I'LL 5CALE: 1/4" - 14112B1 DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.C.OM TAMPA • L7E %TVER. EST. 1944 �- ®®"Its9000 ®% W ° ro : Ln ®®®®/®®®�e� �® ®®ui i� cin p r.. o 0 z c 0 (9f) 0 0 2600 • TITLE • UPPER FLOOR PLAN NOTES • SHEET I'LL 5CALE: 1/4" - 14112B1 B UPPER FLOOR PLAN DIMENSIONS GARAGE LEFfs -- - - - - - - - - - - - - - -- L_T - - - - - - - - - - - - - - -- ------------ - N' N .2N�C9 L ? :t C4 IL 00 ro= h m 0 C 0 3�E0ro _rn N N1 �n 0 Z��� 3'•2" 13'-2" 4'.4" 4'-4" III -loll Z 3'-211 BEDROOM 2 BEDROOM 3 9'-3" 3'40" 15'-9" 3'-8" `, BATH 3 BATH evo I 1 5.8 2 N 3' 9..11 (oil r—__1 cO -------------- I 0 DEN LOFT BEDROOM 4 Lj 3'-2" 314" I 40'.011I I I F7 F� L I L _J ------ ----------------------- I ----__._.._..,-._..-._...-_..._....�1 I I I N I I REFER REFER TO SHEET 251 FOR UPPER FLOOR I I I PLAN W1 NOTES i ------------------- I I UPPER FLOOR PLAN DIMENSIONS GARAGE LEFfs • JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OUXMAR, FL.ORMA 34677 813. 925. L300 TE,L. 813 . 92S . 1800 FAX AVISBEW5CAM T VIP • D Ee,%. 1 1 Q-®colow ®� w • ®®� CD • - It c) s� G0 ,mac 0 z o �Ld LL O in L.L. ne 0 0 >O ou 2600 • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • 2B2. K ro CLID J ti� 0 N' N .2N�C9 L ? :t C4 IL 00 ro= h 0 C 0 3�E0ro _rn N N1 �n 0 Z��� • JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OUXMAR, FL.ORMA 34677 813. 925. L300 TE,L. 813 . 92S . 1800 FAX AVISBEW5CAM T VIP • D Ee,%. 1 1 Q-®colow ®� w • ®®� CD • - It c) s� G0 ,mac 0 z o �Ld LL O in L.L. ne 0 0 >O ou 2600 • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • 2B2. TRUSSES X1/16 0.5.8. N /--BEYOND BLOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" = I'-011 51/4" CROWN MOULDING SMOOTH FIN15H W/ SEMI GLO56 PAINT 31/4" BASE BD. ("443) FOYER ARCH C�� SCALE: 1/4" = I'-011 FAIR NOTES: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE R15ER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN 51DE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A SIZE THAT A SPHERE OF 6 INCHES CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 3/8 INCHES TO PA55 THROUGH HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15EP, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T6 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAIL5 T0. COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R. - 5TH EDITION (2014). CEILING 4" DIA. DRYER DUCT DRYER VENT DETAIL SCALE: 1/4" - I'-0" 42" H. LOW WALL G.C. VERIFY K 0 w SHIM AS POP-UP OUTLETS -� EST. 1994 REX). O J I� rn DECKING 1" CA51NG 2 cm 2x STUDS (PER N 5TD. PLAN) >:g j M BASE 1" NOSING F CABINET -� FLOOR 5Y5TEM 1/16" O,S,B. FLOOR BACKING Ll u 1/2" DRYWALL � CALI. TOP SCALE: 1/2 _ 1-0" FAIR NOTES: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE R15ER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN 51DE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A SIZE THAT A SPHERE OF 6 INCHES CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 3/8 INCHES TO PA55 THROUGH HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15EP, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T6 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAIL5 T0. COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R. - 5TH EDITION (2014). CEILING 4" DIA. DRYER DUCT DRYER VENT DETAIL SCALE: 1/4" - I'-0" 42" H. LOW WALL STAIR SECTION 50ALE: 1/4" . I'-011 3/4" PLYWD. DECKING LOOK 5Y5TEM BEAM i o�c PLAN DETAILS GARAGE RIGHT 3/4" PLYWD. K 0 w 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANWA • DEr VER -� EST. 1994 a O J I� rn DECKING ' rAN 2 cm -/ .� N >:g j M FLOOR 1" NOSING F -� FLOOR 5Y5TEM 00 FLOOR _ BEYOND —'- — SYSTEM 3�E L' SYSTEM 10.f0f0 ITYPJ r m ;; C4 o \ BEAM 0- z ,-Z 36" H. (TYP.) � RAILING I Ix -TREADS 2x8 JOIST IOOO `" AND R15ER5 (TYP.) (TYP.) v 2x8 LEDGER--- i 2x Jw 2x - TREADS ? ' TO MASTER -5TRINGER5 - _ — (2) 2x8 = BEAMS (2) 2x8 AND Ix RISERS _ SUITE _ — _ � STAIR TURNS BEAMS 1" NOSING STORAGE 2x 5TRINGER5 _ J UNDER 5TAIR5 STAIRS IN LANDING 8 TREADS AT If0.f00" EACH FOREGROUND LANDING 8 TREADS AT 10.(00" EACH STAIR SECTION 50ALE: 1/4" . I'-011 3/4" PLYWD. DECKING LOOK 5Y5TEM BEAM i o�c PLAN DETAILS GARAGE RIGHT JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED K 0 w 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANWA • DEr VER -� EST. 1994 a O J I� rn ' rAN 2 cm -/ .� N >:g j M L `�L• 00 ' �� 1, Oarc0 3�E L' r m ;; C4 o 0- z ,-Z JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED ®+IllIIIlilt, co F- ui _ Z ®� O ®® Lu 00 .� 0 z c W a 0ne 0 >=O 26001. • TITLE • PLAN DETAILS • SHEET • SCALE: 1/4" = P -0'2C DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANWA • DEr VER -� EST. 1994 ®+IllIIIlilt, co F- ui _ Z ®� O ®® Lu 00 .� 0 z c W a 0ne 0 >=O 26001. • TITLE • PLAN DETAILS • SHEET • SCALE: 1/4" = P -0'2C 1112" THICK 5AND FIN15H KEY5TONE IIF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FIN15HED KEY5TONE5 (WHERE > APPLICABLE) IF THICKNE6515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103.h.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.5.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" - I'-0 �c CLEAR OPENING NEIGNT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.5.C.R - 5TH EDITION (2014) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.CR - 5TH EDITION (2014) 83122 12 � 12 6� SHINGLE T6 ROOF G.C. VERIFY 5TUCCO FA5CIA CALLOUT PLT. HT. FINISH (TYPICAL) 4" BANDING - (TYR) DECORATIVE DECORATIVE STUCCO FIXED 5HUTTER5 BRACKET (SEE DECORATIVE FIN15H 7 (TYP.) DETAIL) (TYP.) I GABLE LOUVER 12 12Ll 6� Q6 411 h" TRIM 5D.v 3' -Ira" 3'-10" SECON F.F LINE STUCCO ."_"- PLT. HT. 4" BANDING (TYP.) DECORATIVE FIXED 5HUTTER5 (TYP.) D FIN15H SHINGLE _ SECOND F.F. LINE • ROOF T, - - 5HINGLE ROOF - •- TOM, LH Lu .LH Lu h BANDING 6" BANDINr, I'•4" COACHLin LIGHT )TYP.) � D1 TEXTURED FIN15H 2'-0" ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED STYROFOAM OR EQUAL BRACKET Li 14" FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL TEXTURED FIN15H SMOOTH 5TUCCO FIN15H 5Q. MAIN F.F. LINETL _ _ MAIN F.F. LINE _�i a - - I - - - - __' z GRADE LINE TEMP. GRADE LINE (A55UMED) 51DE LT. (1455UMED) FRONT ELEVATION 50ALE: 1/4" - 1411 L. 5CALE: I/2" - I'-0" 211- 5 1/4" "-51/4" CROO MOULDING $11 I �tll 1.. TYP. WINDOW/ DOOR TRIM DETAIL 5CALE: 1/2" - I'-0" ELEVATION "A" GARAGE LEFT JOB NUMBER 27002.086 CAD FILE NAME LOT 147 T9 ISSUED 02-20-17 REVISED 06-09-17 c x 0 w U *o to DAVIS BEWS DESIGN GROUP J n °' to N� h �N�M 813-925.1800 FAX WWW DAWSBEWS.COM ar N " TAMPA • CUE 4 /ER L 'D , ooJ� .. co ®v co�• ez- P ®11111@tlt� iT 00 �C n 4 0:� 00 3�E - N �__0) (9f) N 0 1p L (n ON 0 �% T 0.- z�2pa 0 JOB NUMBER 27002.086 CAD FILE NAME LOT 147 T9 ISSUED 02-20-17 REVISED 06-09-17 2600 • TI TLE • FRONT ELEVATION DETAILS wl • SHEET3A1 • s 2 rte, e c+� 0 Z �v C; _J � u- CD DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL. 813-925.1800 FAX WWW DAWSBEWS.COM TAMPA • CUE 4 /ER FST. 1994 t , 1®®®® •K 47 .. co ®v ez- P ®11111@tlt� iT a 4 0 (9f) 0 0 0 >= 2600 • TI TLE • FRONT ELEVATION DETAILS wl • SHEET3A1 • s 2 rte, e c+� 0 Z �v C; _J � u- CD =-------------- r--LS--------- i� LANAI ROOF j VENT REQUIREMENTS y� Zj, VENTILATION CALCULATIONS 4,12 i ATTIC AREA = 400 SQ. FT. / 300 = '1.33 SQ, FT. X 144 =192 SQ. IN, i ---------------------------------------------------- HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. i # UPPER 2/3 ROOF VENTS REQUIRED = I TOTAL SOFFIT VENTILATION NEEDED 19 SQ. FT. 16 OFF -RIDGE VENT (TYR) I I I I I I 6:12 RIDGE 6:12 I I I I I I I I I I I 4� I I I I i I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1454 SQ. FT. 1300 = 4,85 SQ. FT. X 144 = 698 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 348.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 68 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5,2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G,C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I I I I HATCHING INDICATES LINE i. OF RECE55 IN TRUSSES FOR HANGING A/W -------- p ------ ----------------------- Al I I I 811 LJ LJ� I i 6:12 ATTENTION TRU65 MANUF.: RA15E HEEL AT HIGHER PITCHED ROOF IF ADJACENT TO A LOWER PITCHED ROOF TO ENSURE FA5CIA5 AA AT BOTH ROOF PITCHES ALIGN (AT ALL APPLICABLE LOCATIONS) LOWER ROOF ROOF PLAN_ SHINGLE VENT REQUIREMENTS K 0 w VENTILATION CALCULATIONS 0 SCALE: 1/8": 1'-0" ROOF ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ, FT. J �� L5TUCCO FINI5W4 SHGLE X 144 = 298 SQ. IN. N' HALF AT UPPER 2/3 ROOF VENTS =149.04 SQ. IN. �N�M $ # UPPER 2/3 ROOF VENTS REQUIRED = 2 6' TOTAL SOFFIT VENTILATION NEEDED 29 SQ. FT, 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15W TEXTURED BANDING NOTE: Z THIS DETAIL SHOWS THE TYPICAL THICKNE56 o OF ALL RAISED TEXTURED FINISH BANDING oc c>c ANq SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.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 FB.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" = I'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA56AGE OF A 41NCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER FB.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 FB.C.R. - 5TH EDITION (2014) 83122 GONG, LINTEL 36'-4" (VERIFY W/ TRU56 MANUF PLT. HT. SECTION AA, SCALE: I/8" -- I'-0" 12 12 Q6 6� /WINGLE ROOF 3EAM SHINGLE LSTUCCO ROOF FIN15N� j ra 12 LSHINGLE 12 LuLu SECOND F.F. LINE - 4G� 5 - SECOND F.F. LINE I 8" ROOF 6 TOM, T.O,M, `r TEXTURED LTEXTURED LTEXTURED TYP. TEMP. RETURN FINISH * FINISH a� FINISH 7 AT SIDES MAIN F.F. LINE / MAIN F.F. LINE - - - - -- - GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 14" 12 12 6� LSWINGLE �6 ROOF/ PLT. WT. _ F PLT, Wi_ STUCCO STUCCO FIN15W N FINI5W * 12 SECOND F.F. LINE 4�; -- SHINGLE 12�___ SECOND F.F. LINE -«' T.O.M: ROOF -- T.O.M, T "' cp TEXTURED — - -�-- -- TEXTURED C FINISH cO a, FINISH MAIN F.F. LINE _ _ EMP. _ _ MAIN F.F. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 116" - I'-0" 6% 12 Q6 SHINGLE ROOF PLT. WT. _ _ _ PLT. WT. ELEVATION "All - GARAGE LEFT A"GARAGELEFf SHINGLE • K 0 w 0 ROOF 0 J �� L5TUCCO FINI5W4 SHGLE N' �N�M $ ROOF 6' 6 12 6" BANDING 4 D STUCCO FIN15W SECOND FF. LINE 8" a4 -SECOND FF: LINE � T.OM. _ 00 roG " J -0 O T.D.M. -'v - TOM. _ - . _0 � 0 t =*'cN o o ►�.fn ICM Z�6r1 LTEXTURED TEXTURED TEXTURED b 6' EYP. RETURN FINISH �; FINISH FINISH 61 AT SIDES MAIN FF. LINE _ _ _ _ _ MAIN F.F. LINE _ _ _ MAIN F.F. LINE DE LINE (A55UMED) RIGHT ELEVATION, SCALE: I/V - 14" ELEVATION "All - GARAGE LEFT A"GARAGELEFf JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 r a 6b DAVIS BEWS DESIGN GROVP. 150 STATE STREET EAST OLDSMAit, FIAR,IDA 34677 813. 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEVMCOM TAMPA • DENVER EST. 1994 �- 0000 pp�V ®•*Ocoee*® �:r� •�� Q® �. ®. •• — • G3 �� ®0000:.. e• ®® a ax _0) 00) 0 Vis` t -j 0 LL rC0 z V P ce rfoo IN 2600 • TI TLE SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • K 0 w 0 0 J �� N' �N�M N r =JrNi L L IL 00 roG " J -0 O 6' g C0 3�E _0 � 0 t =*'cN o o ►�.fn ICM Z�6r1 JOB NUMBER 27002.086 CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 r a 6b DAVIS BEWS DESIGN GROVP. 150 STATE STREET EAST OLDSMAit, FIAR,IDA 34677 813. 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEVMCOM TAMPA • DENVER EST. 1994 �- 0000 pp�V ®•*Ocoee*® �:r� •�� Q® �. ®. •• — • G3 �� ®0000:.. e• ®® a ax _0) 00) 0 Vis` t -j 0 LL rC0 z V P ce rfoo IN 2600 • TI TLE SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS �n BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED iERLAYMENT (REFER TO fER SHEET) ENGINEERED ROOF ASSES AT 24" O.C. ;RICANS STRAP PER )F FRAMING PLAN BRG. HGT. N. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION A SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED ZRUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS I � SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i WATER PROOF CAULKING �� EXTERIOR FINISH PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE , 2X12#2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA, JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING ��Th,FR FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr sJ�WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B F,P` 2 FOR OPTIONS) �\5� CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER / / / WEATHER , / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE 2 / (ASSEMBLED FLASHING 1 WINDOW) 2 / / 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 1 YZ7 WATERPROOF MEMBRANE i 20" FLOOR TRUSS ! SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS k.., SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 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 • JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED x DAVIS BEWS DESIGN GROVP U r0 EST. 1994 � J h0 N� N � 6 0 5Jm LL ��• 0 0 J O 0%C0 3�E rn 6 CO ��0jj-20 L T V • JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 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 .,,,,, ��®®••®••®• ®�i�i®'®,® ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ®• ®• I ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER ®r* ® .� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS �0 o 4 THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND = % v TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE %®®®®°®•®•®®®® ®® �.�` EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.®®®®/41011111111®®®Lu , ® D'. ' R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 0 a z ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING c 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 0 u - COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND ce z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR � OPENINGS SHALL EXTEND V)�� 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: N 1.1 THE. FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS O S OT O 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. qq;r 0 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 >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 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. 2600 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS, FLASHING DETAILS • TITLE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STILEET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W DAVISBEW&COM TAMPA • E>E NrVFR- EST. 1994 � 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 .,,,,, ��®®••®••®• ®�i�i®'®,® ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ®• ®• I ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER ®r* ® .� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS �0 o 4 THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND = % v TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE %®®®®°®•®•®®®® ®® �.�` EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.®®®®/41011111111®®®Lu , ® D'. ' R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 0 a z ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING c 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 0 u - COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND ce z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR � OPENINGS SHALL EXTEND V)�� 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: N 1.1 THE. FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS O S OT O 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. qq;r 0 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 >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 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. 2600 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS, FLASHING DETAILS • TITLE • FLASHING DETAILS • SHEET • 5HEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT 5ELF-FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE 5ELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.5. 5ELF ADHE5IVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ASPHALT WALL SHEATHING CONT, GALV. "L" EXTEND MIN.IN. OF OF 6" �jFLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED j� SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED j� MIN: 3:12 SLOPE PLASTER STOP IND FLASHING � BEHIND CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE DIVERTER FLASHING :,:z• DRIP EDGE FASCIA '> FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR ' r N ory ' °• rHr• o°v 'Y ' FINISH 2" ABOVE ROOF F''• �" ati r s` FLASHING CAULKING = ;:f.:•;.; 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL \ CONT. GALV. "L" FLASHING PER MANUFACTURES SPECIFICATIONS SEALANT y OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT.GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER G� CONTRACT METAL DRIP EDGE TO q<q�s BE UNDER TyRFq 'S/iy UNDERLAYMENT AT �Fys qpJ C,� SFS, ROOF EAVES �04, syq oo1_ o�G� qyq� �,5, z, S�oE� 0 °eR` P�M0N1 „ EN° TYPICAL ROOF TO �Fgq�rl,ToA' i�H000 Q� G oR�E 3�°C0-\flae S \ A WALL FLASHING DETAIL 2N° ° S� 00 1 J�� RAKE METAL DRIP EDGE 5' LINE VALLEY BY CENTERING 36" WIDE TO BE OVER UNDERLAYMENT AT 14"' 2 EAVES CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE 7'81/ FIRST STARTER SHINGLE NIX111, UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7"PIE CES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. FLASHING DO NOT NAIL WITHIN 6" O EMBED EACH SHINGLE IN A 2" 6 TO 12 VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN PER CEMENT. SPEC'S. 0\11, CUT 2" DIAGONALLY OFF GALV.'L' FLASHING UPPER CORNER OF TYPICAL. TRIMMED SHINGLE ROOFING FELT -DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" A.S.B. SHEATHING ' METAL ' FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. )UBLE JOIST :AM BELOW EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING —� 3/4' 1"' BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED U ra NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE + ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ND � N THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED WINDOW C? FLASHING SELF -ADHERED FLASHING >=JN ° LL UP JAMB 6". USE LIQUID NAIL BRAND L L O O . `.. REFER TO TECHNICAL / :": `:;:..:.:.:. OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WP01) oror0 ;;;:; LETTER ON CHEMICAL ' .....:,.... cy 41 SCORED COMPATIBILITY ° a ° ° + ;>.;;`:'`>s:;:#ss;:;<;:... RELEASE PAPER SELF -ADHERED FLASHING ° / SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE ° EXTEND A MINIMUM 6"RELEASE PAPER POSE / a a a VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) ..................THRESHOLD ..:. a ° .......... .......:.:. SECTION -A (SEE a DETAIL WP02) SELF -ADHERED FLASHING '� a °NAILING SELF -ADHERED FLANGE FLASHING O DO NOT FLASH OVER i / SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS DECKING BOTTOM NAILING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT WALL SHEATHING CONT, GALV. "L" EXTEND MIN.IN. OF OF 6" �jFLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED j� SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED j� MIN: 3:12 SLOPE PLASTER STOP IND FLASHING � BEHIND CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE DIVERTER FLASHING :,:z• DRIP EDGE FASCIA '> FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR ' r N ory ' °• rHr• o°v 'Y ' FINISH 2" ABOVE ROOF F''• �" ati r s` FLASHING CAULKING = ;:f.:•;.; 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL \ CONT. GALV. "L" FLASHING PER MANUFACTURES SPECIFICATIONS SEALANT y OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT.GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER G� CONTRACT METAL DRIP EDGE TO q<q�s BE UNDER TyRFq 'S/iy UNDERLAYMENT AT �Fys qpJ C,� SFS, ROOF EAVES �04, syq oo1_ o�G� qyq� �,5, z, S�oE� 0 °eR` P�M0N1 „ EN° TYPICAL ROOF TO �Fgq�rl,ToA' i�H000 Q� G oR�E 3�°C0-\flae S \ A WALL FLASHING DETAIL 2N° ° S� 00 1 J�� RAKE METAL DRIP EDGE 5' LINE VALLEY BY CENTERING 36" WIDE TO BE OVER UNDERLAYMENT AT 14"' 2 EAVES CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE 7'81/ FIRST STARTER SHINGLE NIX111, UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7"PIE CES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. FLASHING DO NOT NAIL WITHIN 6" O EMBED EACH SHINGLE IN A 2" 6 TO 12 VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN PER CEMENT. SPEC'S. 0\11, CUT 2" DIAGONALLY OFF GALV.'L' FLASHING UPPER CORNER OF TYPICAL. TRIMMED SHINGLE ROOFING FELT -DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" A.S.B. SHEATHING ' METAL ' FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. )UBLE JOIST :AM BELOW 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 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 x °®• BLOCK FLANGE 1/2" WEEP ° °• ao SCREED m,®'o aao BY® 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 TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T,S. 10 k �u 150 STATE'. STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925 . 1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENNIER. C U ra 0 0 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 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 x °®• BLOCK FLANGE 1/2" WEEP ° °• ao SCREED m,®'o aao BY® 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 TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T,S. • JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED G k �u 150 STATE'. STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925 . 1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENNIER. C U ra 0 0 J h0 m ND � N C? >=JN ° LL L L O O 111"o �r �. oror0 cy 41 z° • JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED G 77 TLE • FLASHING DETAILS • oil 03) DAVIS BEWS DESIGN GROVP 150 STATE'. STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925 . 1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENNIER. EST. 199.4 �@ 77 TLE • FLASHING DETAILS • oil LECTfRICAL <F'� 0 DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET ABOVE COUNTER O.P. WEATHERPROOF DUPLEX OUTLET K)EF.1, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fgp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -� LIGHT FIXTURE WITH PULL CHAIN _ TRACK LIGHT FLUORESCENT LIGHT FIXTURE fj {EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) m PUSHBUTTON SWITCH (OPTIONAL) CARSON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COM50 DETECTOR R Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT (til ELECTRIC METER J.a ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <1U1> ROUGH -IN FOR OPT. CEILING FAN <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT, CEILING FAN NOTES - I . PROVIDE AND INSTALL GROW FAULT CIRCUIT-INTERRUU'TERS (GF.0 A✓ 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: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE_ J4" (UNLESS ABV COUNTERTOP) TELEVISION., J4" 3. ALL SMOKE DETECTOR' SHALL BE HARDWIRED INTO AN ELECTRICAL POUTER 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 ROMs, DINING ROOMS, LIVID ROOMS, PARLOIE, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAY', AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.i. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE- THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA 1OA-05, N.E.C. 2011, FB.CR - 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 CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING Is SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS $HALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS $HALL 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 – DISCONN. W.P. GF.I. 31-6116'-6" 3'-b"x3'-6" A/C PAD NO. 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ELEC. FOR GD. OPENER METER PANEL GF.I. I---------_.._.._.._.—__.__.—_— I W.P. / G.F.I.I. FOR AT 48,1 T.U.G. SERVICE IMG. I I COACH COACH LIGHT ,� LIGHT HOOD OUTLET +14 (VERIFY) SINGLE OUTLET MICROWAVE OUTLET G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT 4/0 ALU. CABLE K ro A/C MAIN DISCONNECT METER to O COMBO - SQUARED 0 � �� DISC. REFER TO FLOOR TYP. 14 AND 12 COPPER TO PLAN FOR NOTED MAIN DISC. >'�JM INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED 0 0 PANEL h0 COPPER TO �.. oroto WATER HEATER UNDERGROUND N p * m 18 COPPER TO RANGE SERVICE 5Y �.r oWroti z 2v POWER COMPANY $4 COPPER TO 5/8" GROUND RD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. (2) A/C – DISCONN. W.P. GF.I. 31-6116'-6" 3'-b"x3'-6" A/C PAD NO. I A/C PAD N0.2 (VERIFY (VERIFY LOCATION) LOCATION) LT. LANAI Lr. / ROUGH -IN ROUGH_ IN FOR OPT. FoR OPT. \ FAN/LIGHT FAN/LIGHT - J - \ I \ W.P. G.F.I. MASTER SUITE BRKFST \ ( I \ G.C. VERIFY SWITCH (VPERIENDE'(ANT FOR DISPOSAL IS LOCATION) BELOW SINK \ROUGH -IN <\ \ FOR OPT. RECEPTACLE FOR \ FANLIGHT J FAMILY ROOM GARBAGE DISPOSAL j \ BAR PENDANT I (TPI FLOOR OUTLETGF.I. (VERIFY LOCATION) AT 32" \ \ G.G. To DETEF41INE EXACT \ LOCATION OF FLOOR OUTLETGF.I. r Q' PRIOR TO SLAB POUR -ITCH - GF.I. - 220 V. I I i SD CM AT 32UP TO " — uPrFo� AND SWITCH–* I ( ;Ot,% �O, Fc HI O'IL— --- - — PWDR (SING`T OUTL II 1 MAKE-UP LIGHTS PENDANT I ( PENDANT HURIX. (VERIFY I I (VERIFY M. BATH GRI. MAKE-UP I I LOCATION) I I LOCATION) LIGHTS W.P. UTIL. ;D' I I I i DINING o ; I I I 1 220 V. L-OVJL _ AT 48" –� J I ( PUSHBUTTON OPT. — — J OPENER I WP \ PORCH LIGHT A.H. GF.L DI'C. t ------------._...—__.._. _J I GF.I. FIXTURE ■ ❑ GARAGE � "�� LIGHT AND _ - J SWITCH IN ATTIC 200 AMP, G.F.I. CLG. OUTLET ELEC. ELEC. FOR GD. OPENER METER PANEL GF.I. I---------_.._.._.._.—__.__.—_— I W.P. / G.F.I.I. FOR AT 48,1 T.U.G. SERVICE IMG. I I COACH COACH LIGHT ,� LIGHT HOOD OUTLET +14 (VERIFY) SINGLE OUTLET MICROWAVE OUTLET G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 K ro 150 STATE STREET EAST OLDMt k FLORIDA 34677 813.925.1300 TE'L 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER.. EST. 1994 to O 0 � �� co N 0000) >'�JM L L °�'� 0 0 �.. oroto N p * m �.r oWroti z 2v JOB NUMBER 27002.086 • CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 2600 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMt k FLORIDA 34677 813.925.1300 TE'L 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER.. EST. 1994 2600 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • LEC I fP,lCAL < r DUPLEX CONVENIENCE OUTLET { DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E 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 PIXTUIE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRAGIC LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST PAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMER (OPTIONAL) E PUMTTON SWITCH (OPTIONAL) ® CARSON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARNI MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER Aw ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT. CEILING FAN v � c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OF. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GEM FAULT CIRCUIT -INTERRUPTERS (GF.IJ 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: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. J4" (UNLESS A5V COUNTERTOP) TELEVISION.. JO 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 DETECTOR5. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F:C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOM$ SHALL BE CzFC.I. PROTECTED (GRI) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.P.PA 10A-05, N.E.C. 2011, F.B.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-13UR NTNG 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. & ALAF416 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL 5E LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. HORIZ MAKE-UP LIGHTS C.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT ' JOB NUMBER 27002.086' CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 rob DAVIS BEWS DESIGN GROVP K 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEW$,COM TAMPA • EWIN V'ER EST. 1994 F~�- U ro too 0 J 2NMI '_jM �. L °��• 00 c� r, :2 J 'o O _0WCO u - t ro6) _ . ;: N 41IL. 0. Z 0�i ' JOB NUMBER 27002.086' CAD FILE NAME LOT 147 TB ISSUED 02-20-17 REVISED 06-09-17 o 2600---, • TI TLE • UPPER FLOOR ELECTRICAL PLAN 01 a • SHEET • rob DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEW$,COM TAMPA • EWIN V'ER EST. 1994 F~�- o 2600---, • TI TLE • UPPER FLOOR ELECTRICAL PLAN 01 a • SHEET • DESIGN PRESSURES META- COATINGS PORUSE WITH PRESSURE REA E WIND SPEED (ULTIMATE) 139 mph p GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, WIND EXPOSURE B METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BUILDING TYPE V B FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES INTERNAL PRESSURE COEFFICIENT +/-0.18 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 WIND PRESSURE & SUCTION MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING S4.2 BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (PSF) TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. N VALUE DENOTES PRESSURE 3, FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE SD2 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. - VALUE DENOTES SUCTION PREVENTION OF SUBTERRANEAN TERMITES, OR APERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES O (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. 10 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES (+) 21.2 CONSUMER SERVICES. - 22.9 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 20 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT (+) 20.2 CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE (-) 22.0 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. (+) 19.0 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. (-) 20.8 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 100 AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE (+) 18.0 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 - 19.8 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 GARAGE DOORS CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF, 16-0" x T-0" TRUSS ENGINEER OF RECORD (+) 18.4 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. (-) 19.7 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS SUCTION DIAGRAM 5 5 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN, 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS 5 5 BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF STANDARD DESIGN PRESSURE NOTES AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. ON LINEAR INTERPOLATION FOR THIS SITE, 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: IS 15FT, 2 STORY HOME IS 30FT CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF ULTIMATE WIND PRESSURES. BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) BUILDING CORNERS. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF WIND -BOURNE DEBRIS AREA. OPENING PROTECTION HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS 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) TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 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 .. Z O 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: O -i LL 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 111. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 0 SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL-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 © W 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 o 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 PX" 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'-0" MAX AND Q z 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-63 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. PLASTID SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.G. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAYBE 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 T CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT Q TABLE WI CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE THIN BCSI-B3). 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 ov BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN J 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 SMALL SHOW ALL TRUSSES, ALL Z 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (LE. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR D 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 m AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). O 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 WITHOUT VERIFICATION, PROVIDED ALL (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. a SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION OF F- W DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS& TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT o. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN. 7" EMBEDMENT, OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"4" 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 0- GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS LLo 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) LL MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FIND. 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 BUILT UP STUD COLUMN 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 W VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. 2 a 2 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES 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. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. F- Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 3000 Fc 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 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 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL, WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/s" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, a V5 z G SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph p WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 FIRST FLOOR FRAMING PLAN WIND PRESSURE & SUCTION EFFECTIVE S4.2 ROOF FRAMING PLAN (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) SD2 GENERAL DETAILS - VALUE DENOTES SUCTION AREA O O 10 (+) 212 (+) 21.2 TWO STORY DETAILS - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 I DESCRIPTION (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 1 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 Y' 5 5 Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE, 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS, REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 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 S D6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE I DESCRIPTION 1 16/3/2015 1 CREATED ELEV. A,B,C AND MINOR OPTIONS INTIALS EA V O U 3a o w O C � � o O c U U ) � O � Q aC goo► ) VJ W z O W ❑ 0) h W d w M r E !- F- 8 J i z U°o(D co �_. 0 Lli ? o 8 �^ a 0 0 00 Z 4 N Z Z E E o o CL U U N LL i Lu p W W U i � O I zme ui i ZZI- Q O 000 g C4 O-jZ W -_- w -0O O I Q Ia-2 i � a. STRUCTURAL ENG: CFG I DRAFTING: STRUCT: JW QC CHECK MRB JOB No. TM - 2170288 SCALE. AS INDICATED DATE: 02/24/2017 W J Q( Q N Z ❑ O W 0 U) W NO .. Z O O -i LL z 0 © W o Q z Q ov J Z w ❑ D m O a OF F- W o. 0- LLo LL W F- L y�®®® �yy s � M ci ®� C%%z� a V5 z G W o m V O U 3a o w O C � � o O c U U ) � O � Q aC goo► ) VJ W z O W ❑ 0) h W d w M r E !- F- 8 J i z U°o(D co �_. 0 Lli ? o 8 �^ a 0 0 00 Z 4 N Z Z E E o o CL U U N LL i Lu p W W U i � O I zme ui i ZZI- Q O 000 g C4 O-jZ W -_- w -0O O I Q Ia-2 i � a. STRUCTURAL ENG: CFG I DRAFTING: STRUCT: JW QC CHECK MRB JOB No. TM - 2170288 SCALE. AS INDICATED DATE: 02/24/2017 FOUNDATION NOTES: W �- 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q F— N LAPPED MIN. 6" AND SEALED. Z ❑ o A/C PAD FA/C PAD 40'-0" 10 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xWI.4xW1.4 WELDED WIRE wL] MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 13'-0" 144 11 4 COMPACTED FILL (FIBER MESH MAYBE USED ILO WWM, WHEN FIBER 10 11uj MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT w CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM N O j` ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 0 ■ ■ ■ ■ ®■ ®® - LAP SPLICES SHALL BE NO LESS THAN 25". ■ 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 1-- z w FO FO FO RECESSING DOOR SILLS. W O I D D p I 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. U p ICONTROL "" I 6. SUGGESTED SPEC ALLY WHEN US NG FIBER REINF. CONC.) BUT ARE W q 00 AT POCKET SLIDER: o CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE © V w IL FO o THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR MONO FOOTING SHALL C7 -� O Y F08 -4" FIN. FLR r USE ALTERNATE APPROVED METHOD. z W w bor BE 20" WIDE W/ (4) #5 6) 0 D BARS CONTINUOUS. D - 9 I 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 40'-0" 2 STORY FTG COMMUNITY & COUNTY CODES. m 0 13'-10" 11'-2" 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL Q w IlkSYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE j AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION O w O INSTRUCTIONS. J --- --- 71 LL 9. NO WOOD STAKES PERMITTED IN FOUNDATION. = W ■ I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED (� I DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO LL F1 MF01 DETERMINE STEP LOCATIONS IF REQUIRED O p SD1 ( 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS �® �a�ill6@�Y����®®d 0 ■ I I AND LAP SPLICE. SEE DTL MFO9 AND MF10 ON SDI FOR STANDARD ®® co I INTEGRATE COLUMN w/ � ��j, w MAIN HOUSE I ■ FOOTING STEP DOWN AND CORNER INFORMATION. i, °` ®� ®°••�•®®® /L moi® LL .- 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE �' •� �: Z�. Y o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH ®®Z ` 0 ®• 3 z 0'-0" FIN. FLR PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION t ui =Q U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER F� �� ®®,� Q ® ❑ Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS T •®® ®• ®mom w ❑ 3 1/2" THICK CONC, SLAB W/ 6X6 FOR COMPACTION REQUIREMENTS), IF SOIL CONDITIONS IN THE J s�d'� $•®s°®`' •®®•®� �� FO W/1.4 XW/1.4 W.W.F. OVER 6 MIL PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q ��® ®� ®�® y. O VAPOR BARRIER OVER CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO p I FLOOR OUTLET COMPACTED FILL. �� I >--®/�09f11p11 VERIFY LOCATION ® � FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, ■ I MF01 I / COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS w SD1 I � I ■ DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). I I Al THE FOUNDATION SIZES :INDICATED ON THE FOUNDATION PLAN HAS 2u � 0 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 O �,,,J i O PSF. U O. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO z • ■ I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q Q 6, ch �o STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND M d r��� N Lij 4'-0" 5'-11" 4'-6" -6" -0" 9'-4" FOOTING SIZES PENDING DEPTH OF STEMWALL Of Uz w • FO m O z o D ■ FOOTING SCHEDULEco = pq Q N I L 2 FO04 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. � • J,D zoWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O pOE rBARS & 3" MIN. COVER TO EDGE OF CONC. Z d 9�Sti UN I FO 24"x24"x12"' dp w/ #5's EQUALLY SPACED EA. OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. c5Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0OFO I 17 IFT 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. w MD o 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. IL �. R oo BARS & 3" MIN. COVER TO EDGE OF CONC. u °p ca I _ F�— t■ co 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. N. 2" HORIZ. CLEARANCE BETWEEN 2 2 5 BARS &" WAY I 3MIN. COVER TO EDGE OF CONIC.MIN (4) # 5 E.W. �U 1'-5 3'-2 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z I!t O BARS & 3" MIN. COVER TO EDGE OF CONC. p 0 MF01 � 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. � J U, ■ I � SD1 ■ 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. bo BARS & 3" MIN. COVER TO EDGE OF CONC. w O W 42"x42"x12" dp w/ #5's EQUALLYSPACED EA. —"" z ❑ -� rn o ti WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O w 06 w O w M E 7n O BARS & 3" MIN. COVER TO EDGE OF CONC. H I- � -+ °v fV LL r D1 ■ I 18'-0" 2 STORY FTG /' 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. U O Q r 2- ST 2 2- STORY 4� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O Z p ~ L � �/ H 0 � z c BARS & 3 MIN. COVER TO EDGE OF CONC. J a o $ F0 -4" F LR I FO F1 MF01 D N Dce) D SD1 54"x54"x16" dp w/#5's EQUALLY SPACED EA. _ 5 Q 0 O W V .2 4,5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. < Z Z U) z E J O BARS & 3 MIN. COVER TO EDGE OF CONC. �_ Q a LL �u Z O ■ ■■ ■ ■ ■ ■ ■ j60"x60"x16" dp w/#5's EQUALLY SPACED EA. ?� z 0 ¢ a 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN co MIN (9) # 5 E.W. w Z N BARS & 3" MIN. COVER TO EDGE OF CONC. z W D H O U N `° a -4"FIN. FLR SYMBOLS LEGEND n F- Q a 2 LL 0 12'-61 -4" FIN. FLR U PAVERS o y2 o. o ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q W U 60 TO TIE BEAM (8'-0" O.C. MAX U.N.O.). ? W _ a 2 2 _ ■ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. O ■ ® ® TO TIE BEAM. CL QJ INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 0 ■ I I ' INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. -� N y I z w M F02 F02 ~ W r" SD1 SD1 ■ - Q W �o f— Z E-- 0 CL R O O 1 MF13 000 SDI ( z N U) j m w�.OwZ - • m 1•■ • 0b Lij >-aO wo p0 DO D D U �- 3" 16'-0 3"_0 6�6'-6"10'-4", _2"" ❑ "" tY F- 22'-0"18'-0" STRUCTURAL ENG: CFG oo q DRAFTING: F- 40'-0" W S .1- --- JW 10 a QC CHECK: MRB uj JOB No. TM - 2170288 SCALE: AS INDICATED FOUNDATION P DATE:– 02/24/2017 1/4"=11-011 S2 1,-4„ 1,_4 1'-4" 1'-4" 13'-0" 10'-0" ■■ ■■ INS ■ LE 1'-2" c0 Bobo 10'-2" 2'-2" 10'-2" 1'-8" 2'-0" 1'-10" 7'-0" 2,-4" lo 0 m 7,\10 0■ D1 D10 c� S3 S3 r co ■ ■ M N N ■ ■ a v in O //< q M 00 o ■ / 0 W /\ P.00 d' LF— zo ■ IL — — JI C ■ — — Z-) 0 a � ■ ■ o O is r M 5'-6" 2'-8 7'-0" 1'-6" 1'-4" b zo O co io ■ 00 m ■ ti 0 ED■ ■ ;; io o ■� •■ 3'-0" 16-0" 3'-0" op LU SYM BOLS LEGEN D Z a U`^ VJ J w�_ Z W Q W � ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG, Q N TO TIE BEAM (8'-0" O.C. MAX U.N.O.). z Q O O~ Q O w D E w • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. cn O U-0 TO TIE BEAM. u - W w< m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. u- O ... OJ M. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT, Z O_ ®®®®.e�•®®•�J%®000®® (L o ®®® �ry ®® w LL ®®• ® o ®CID -� � Z .. _ Q ® o 0:0 Q J 0 ` WQ ® Z #5 CONT. FT.G TO TIE BEAM. F= Z w w J CLr. V' \ w Q 4 O r) • W = p 0 I,:, y. Iq N LU _ Z a U`^ VJ J Z W Q W � � m O O~ Q O E w aH O U-0 u - W w< u- O ... M. LH ®®®®.e�•®®•�J%®000®® (L o ®®® �ry ®® w ®®• ® o ®CID -� � Z .. _ Q ® o 0:0 Q J 0 ` WQ ® Z O w J CLr. V' \ 0 O r) • W Q M I,:, y. Iq N U 7 UJ0 • Z 2 U O O U u - 0 Z c� O p (0 Z O Z 0 zCL O w U z LL U) c> O w z z o O 06 W0WMrEpo rr ^^ F-. fn J U Q V :5 O LL i C ZUO ~ Oz m K W J U)Ozao cd � 'Q O cd O IF- IT- W O Q L 0� c 0 �vi¢a Q I04 .� z UJ LL 0 o Z 0 Q O LLI Z_ W o = W 0 O z O D O Z_ W C( 11 I=- LLQ I` z Z T - FF in Q O o 000 � N m U)Lu J Z 0 F- L) U (Z STRUCTURALENG: CFG Q DRAFTING: p Z-STRUCT: JW w..... - QC CHECK. MRB X JOB No. TM - 2170288 SCALE AS INDICATED ~ DATE: 02/24/2017 DOWEL LAYOUT PLAN I S3 i p M M M M M M M M M M N r, (D LO �iD�L �0 p C) p C) C? b C) p Q C) p p p p p p p p p O C - NOTE: SEE PAGE S4.1 F ,LSE BEAM BY BULIDER kNTILEVER BEAM FOR kBLE END BEARING FIRST FLOOR FRAMING PLAN_ OR NOTES AND CONNECTOR LEGEND WALL LEGEND W Q � 9'-4" T.O.M. = INTERIOR/EXTERIOR z n o BEARING WALLS VERIFY w HGT. W/ ARCHITECTURAL 0 U PLAN U.N.O. w -- _. -. _-- r� d' N O O O LL Z °w LU 0 0 = F— Q Lr)CL 0 _ Z ca z W w J � 5 O m DOw CL� O LLO J w w I=— LL! AX LL 0 ®••®•••®®• ®moi ®®®® ®®® ®�/®tt� 'o ®`� z • 2' Liz 4: ®�� p ��d'� ®••®®®®®•®®• ®®® ®� 0 m w w J � y \ � V O D • C (� yf�� N Q' u O .-- Q M• OU O U g LL O Z O z90 cn ' O O 0� 0 CL L w Q t - U F- U o _I z a CL o �n w �o z V © �- w J �o� F- I— Z cA -j8 Q Zo _U-°' c O Z v c���V' °D J I- 0 Nwz� c w Uoz6 8 _ 5 Q (on- s a V- z ¢ Q�Zo E � ° c¢° wLU C-4 W 0 LL o F, 0Q o�.—� I— LL z w 0r (0 o C7 z Q O J D O _z T Q 11 �- W 1.. WF - 1: r - I— Z I— tvG' 0 o©O z C4 (7 w .. m U)J Z LO w ui Oaf �— w�Q0 w O ~ ~ v 0_ 1-- U) STRUCTURALENG: CFG Q DRAFTING F- z-STRUCT: JW w QC CHECK: MRB W JOB No. TM - 21.70288 SCALE: AS INDICATED ~ DATE: 02/24/2017 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) 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 If p lyd. PT. s 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. ADJUST AS REQ'D TO MISS STUDS 1160 plf rd. PT. 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 BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW10 12" SYP 12d TOENAILS T 12d TOENAILS T NO 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 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL ISNOT 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. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE, FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE, NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12, COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS 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 B O (3)2X4 SPF #2 BUILT UP STUD COLUMN C (4)2X4 SPF #2 BUILT UP STUD COLUMN O(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 O(3)2X4 SYP #2 BUILT UP STUD COLUMN Oj (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 ON 8x8 SYP #2 POST OP 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. R� 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN, O7"x7" LVL COLUMN. O3 1/2" X 11 7/8" LVL COLUMN O5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & t" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & a"" 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 22J,. 10d .148" x 3" 12d .148" x 3i' 16d .162" x 33" 8d RING SHANK .113" x 28' N G NOTES AI LI N 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. ■ CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) E] META16 w/(7) 10dx1z" NAILS OR FRAME TO CMU 1450 1450 H2x10 META20 w/(7) 10d x 11" NAILS TAPCONS ON MASONRY: SIMP. MSTAM24 (2)META16 OR (2)META20 2)2x12 #2 SYP w/3" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 ] (1)ply TRUSS (10)l0d 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 3 H10A w/(18)10d x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 1�' NAILS H10A-2 1070 H10A-2 1245 H5.5xl 1.25 HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x2t" TAPCONS H3x12 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 13" NAILS FRAME TO FRAME 2490 2900 SEE PLAN FOR WALL WIDTH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & l'-0" TO 3'-11" 1 RH2.5A w/(10)8d FRAME TO FRAME 535 600 7 E MTS 12 w/(14)10d x 13" NAILS FRAME TO FRAME 860 1000 ImL (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 0Z Z QMGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75 x11.875 LVL 7" EMBEDMENT D NAILS & (18)4"x2j" TAPCONS 0 HTT4 w/(18)16d x 22' NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 F lo HGT-2 w/(16)10d NAILS w/?" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x23" TAPCONS DRAFTING: co 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU w. HTT4 w/(18) 16d x 21' NAILS w " 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 OF NAILS 20 (3)HTS20 w/(24)10d x 13" NAILS FRAME TO FRAME 3735 4350 LL O (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON MGUS 5.50/10 W/ (63) 16d NAILS 31IRDER 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 a®��a► UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)l6d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 ��®• ®�®® �� W/(6)16d NAILS LU 00 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN o•° °®°•.o®®®•°° O UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U:N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS 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 1 ST 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: $IMP. HTS20 OR LSTA18 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"x2l" H2x10 PLATE TAPCONS ON MASONRY: SIMP. MSTAM24 H2x12 2)2x12 #2 SYP w/3" 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. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 ' TO BEAM: SIMP. HUC410 w/(18)16d & H5.5xl 1.25 (2)2x12 #2 SYP (10) 10d NAILS B2xl2 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d �. PLATE NAILS & (18)4"x2t" TAPCONS H3x12 PLATE BETWEEN PLIES ON MASONRY: SIMP. MSTAM24 HEADER SUPPORT #JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH OPENING SIZE TO BEAM: SIMP. HUC410 w/(18)16d & l'-0" TO 3'-11" 1 (10) 10d NAILS B3.5xl l.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 8'-0" TO 9'-11" 2 NAILS & (18)4'x2a' TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: SIMP. MSTAM24 ImL O Z TO POST: SIMP. HTS20 OR LSTA18 0Z Z T EAM: SIMP. HUC410 w/ 18 16d & OB ( ) F_ (10) 10d NAILS 63.5x11.875 (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d D NAILS & (18)4"x2j" TAPCONS 0 ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 CL TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d STRUCTURAL ENG: CFG NAILS & (18)4"x23" TAPCONS DRAFTING: co ON MASONRY: (2) SIMP. MSTAM24 z Lu___._-- -STRUCT: JW TO POST: (2) SIMP. HTS20 OR LSTA18 -------_--__.. QC CHECK: MRB ON MASONRY: (2) SIMP. META16 B5.25xl6 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS 0 @ 6" O.C. EACH SIDE (2) MSTAM24 ~ DATE: 02/24/2017 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL 0 OJ- * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE (2) MSTAM24 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) 16d NAILS H2x8 (2)2x8 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/3" 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 H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS �. (3) 2x12 #2 SYP w/'" FLITCH ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT #JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END l'-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 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 3" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS; NAILS USED WALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND w z O U) �..._ U) P Z z 0 00 w _ O z w ' C W h QW �. w EEO F- (/) Q -� X00 O U U) w Z 04 0 ImL O Z W 0Z Z lj F_ cn W �- O --- D 0 U CL J I- STRUCTURAL ENG: CFG Q DRAFTING: co z Lu___._-- -STRUCT: JW -------_--__.. QC CHECK: MRB Lu JOB No. TM - 2170288 0 ~ DATE: 02/24/2017 0 OJ- u - w. H LL O o U)w a®��a► rtrttt�o °i ®®®®� ®®®o®•® ®®®i® c- o wd a. ��®• ®�®® �� °®® r� • 2 ' = z LU 00 Q U %o°U o•° °®°•.o®®®•°° O ®l®tttti�o�®�®®° m U Lu J DrZ. � 1 O O U zw "vo o a m• o 6 _ U o O LL O O �4 E u) ' 9 0 �� Li I- U ryo F- ao Z W Ur LL 1- . o (.� w J' �Q O W o � °' -" W 0Lu- E ad z �- Z g Q Z c WLI o Z Z Z o P°O� y w J ri) 2 0 8 w V Z Q Qu~iz0 E 'S W O °4a W � U ♦♦^^ LLI " O -I v J Q crF-W O H 1- d LI j O K Lu 0 =Z w U) �..._ U) 2 z 0 O z w I- W h QW �. Oa0 F- (/) Q -� X00 O M w w Z 04 0 ImL 0Z Z lj F_ cn W �- O --- = 0 U CL I- STRUCTURAL ENG: CFG Q DRAFTING: h z Lu___._-- -STRUCT: JW -------_--__.. QC CHECK: MRB Lu JOB No. TM - 2170288 SCALE: AS INDICATED ~ DATE: 02/24/2017 S4. 1 NOTE: BUILDER MAY USE LTT20E AS ALTERNATIVI CONNECTION, 1.1 FLAT STRAP AT COLUMN BASE. NOTE: BUILDER MAY USE LTT20 AS ALTERNATIV CONNECTION, I, FLAT STRAP AT COLUMN BASE. w/ (2) MSTAM24 STRAPS lAf%V 42TI lr%Q Tn flhAI i 11% N M d v v et veY v d d' v d v co N O d O O O O d O O O O O NOTE: SEE PAGE S4.1 F NOTE: BUILDER SCHEDULE STANDARD 2ND FLOOR FRAMING WALLS WITH PLASTER OR STUCCO FINISHES AS ALTERNATIVE WALL HEIGHT CONNECTION, I.L.O. SPACING INTERIOR ZONE FLAT STRAP AT 8"-0" COLUMN BASE. 16" O.C. MAX 16" O.C. MAX 9'-0"" NOTE: BUILDER 16" O.C. MAX MAY USE LTT206 9"4" AS ALTERNATIVE 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 NOTES. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS W 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 #142 STUDS ONLY. 5. 1F EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. J Q II - N 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z ❑ o WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. Lu 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR LU TO FOLLOW THE DETAILS INDICATED BELOW" �. OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS 'd 04 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 04 0 0 SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS O "- SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR I_ Z w SHEATHING IS NOT CONTINUOUS) w Q Q 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. w Z ❑ (Y Q o U w WALL LEGEND z o W ❑ m a O� ~ W O'� C� = 9'-4" T.O.M. = INTERIOR/EXTERIOR J BEARING WALLS VERIFY O _F __ --I .. . ........ -__...., PLAN U.N.O. w w � J01 N M d v v et veY v d d' v d v co N O d O O O O d O O O O O NOTE: SEE PAGE S4.1 F NOTE: BUILDER SCHEDULE MAY USE LTT20B WALLS WITH PLASTER OR STUCCO FINISHES AS ALTERNATIVE WALL HEIGHT CONNECTION, I.L.O. SPACING INTERIOR ZONE FLAT STRAP AT 8"-0" COLUMN BASE. 16" O.C. MAX 16" O.C. MAX 9'-0"" NOTE: BUILDER 16" O.C. MAX MAY USE LTT206 9"4" AS ALTERNATIVE 16" O.C. MAX EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES O WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8"-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0"" 2x4 SPF #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 #142 STUDS ONLY. 5. 1F EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. le, O �Illlll�/p�®®® LLI M O •®®®®®® �� ®® '®w ao 4 ®C�= �. O Z :Lu ® ® 0 • � 66. Q ✓®�� •®..®®. W w �... J d y \ O (�.✓1 U 0 z w ort c r U �3J • Z _ U o O O Z` Q Z CL L ryF— CONNECTION, 11.0. FLAT STRAP AT ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B COLUMN BASE. ❑ Z Z U Q 0 w ....I U) U O LijJ no O ca W OLLIcoE U Z z U I=oQm 5 ..... it J 0 r�Zzo 2 Lu _ 5 Q 00va-): m ❑ F- 2,LuW Z E Z =cn�"z E O Q < Z lc) LL W LL Q U N l- U N z W Z O XLL �O ° O1.- O a W z uW w,_ U) a.2 z Q O ❑ O z Lu Q �� I=— W 1� z Z r W Z=0 � J o Oo0 O w to z N m � Z LLJ U ©'. w � QO= O F- 2 F- I— n= U a c E- U) STRUCTURAL ENG: CFG <[ DRAFTING: H Z-STRUCT: JW Lu 0 QC CHECK: MRB JOB No. TM - 2170288 ROOF FRAMING PLAN SCALE. AS INDICATED DATE: 02/24/2017 1/411=11-011 OR NOTES AND CONNECTOR LEGEND 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 FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS 7 7 CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE', HOOK PER HOOKED INTO MD08 SIDE VERTICALS d 4 4 A W 4 4 [A A 4. 0 4 7.4 z CL 04 t I , , " - z 2 Lu ZBOTTOM STEEL IN LINTEL IF I- to INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 4 .4, A 14, ROUGH OPENING PER PLAN TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK FTYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR Aj - . 1'. 1. - 4 v "-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR AV 4 SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 y. BEND 0 LENGTH LAP SPLICE --------------.4y.--- Ca SHEAR WALL AT OPENING j TYPI AL SHEAR WA4 SEGMENT A 4 ..A _­_.____­­_ A _­� licit "D"#3 - 4 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 55/8 91/2 14.;i TRANSOM OPENING 55/8 121/2. 24 #5 31/8 AV 4 "Do TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T -O" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 y. BEND 0 LENGTH LAP SPLICE --------------.4y.--- N 4 SHEAR WALL AT OPENING C15 TYPI AL SHEAR WA4 SEGMENT 1-, ..A _­_.____­­_ A _­� licit "D"#3 - 4 41/4 "Do TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T -O" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 y. BEND 0 LENGTH LAP SPLICE --------------.4y.--- 4. LAP SPLICE C15 11N, LINTEL -PER PLAN ' licit ..A lixt "Blv licit "D"#3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 55/8 91/2 20 TRANSOM OPENING 55/8 121/2. 24 #5 31/8 7 113/4 25 33/4 7 FRAME INFILL AROU4D, 30 1 #6 1 33/4 81/16 14 30 WINDOW BY BUILDER 81/16 181/2 - SEE DOWEL PLAN FOR 1 43/8 9 13/16 ., . SEE WF01/SD1 FOR /'D 1 51/4 913/16 21 3/4 FILLED CELL INFO. MIN. (1) IS REQ ON 8 3'.2" 1217 2165/1969 6113/2931 867214576 10000/6224 X-41' 1006 1663/1349 5365/1999 7342/3123 10000/4249 MORE INFO 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 51-2#1 570 1232/1232 3480/2580 8360/3586 8825/ 4592 61-2" 488 991/991 2661/2143 5681/2698 6472/3685 71-011 416 752/699 1843/1625 3486/2602 6390/3302 81-01' 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 153311247 2781/1946 4754/2489 10, -0.1 292 567/454 1366/1277 2423/ 1770 4006/2263 101-8" 277 492/352 1254/1132 2193/1567 3552/2003 111-21' 255 471/352 1075/1075 1838/1567 2883/2003 EITHER SIDE U.N.O. 121-81v 0 369/261 1002/984 1697/1361 2630/1738 13'-411 0 328/0 1234/0 1779/0 2662/0 141-011 0 292/0 1160/0 1660/0 2439/0 161-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS > w FILLED u 18'-0" 0 211/0 750/0 1177/0 1676/0 181-81, 0 14210 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. 2. f c PRESTRESSED LINTELS = 6000 psi. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510, 201-011 1 0 1 180/0 598/0 1024/0 1441/0 201-81' 0 1 145/0 560/0 981/0 1376/03. o11111111111. uj Cf) N%% .10 a- 'rl 4 VA 00 v 1-, w 6 Y_ LL w ty, Ci uj < 00 z a 0 Z x 0 �® 0 1% < 0 >_ 00 we _j LL 2 1 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-0I3 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-411 1694/1694 3725/3280 5499/5421 2141 1425/1425 3343/3280 4933/4933 31-07 1230/1230 2769 /2769 4085/4085 31-4" 1081/920 2769/1716 4086/2839 4'-4" 846/833 2121/1716 3127/2839 5'41 664/572 1761/1761 2595/2595 6-41' 526/434 1539 /1539 1329/2267 7-41 480/322 133411334 1964/1552 81-41- 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. LINTEL DESIGNATION SCHEDULE (2) 2X8 SYP#2 P.T. HEADER LINTEL REQUIREMENTS F =FILLED WITH GROUT U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 1-1/2" CLEAR 8RF6-1B/1T (D 8F8-1 BMT TURNED SIDEWAYS. 8RF14-IB/IT O 8RF30-0B/1T 8F16-1B/1T ATTACH TO MASONRY NOMINAL WIDTH 0 0 V 0 Z (D WALL W/ SIMPSON HU28-2 TYPE DESIGNATION 0 0 mol DOOR OR WINDOW OPENING 7.A U) o HANGER (a) EA. END. W/ 8F38 -1 13/1 T it z v_ g L0 0 I MAX. OPENING 4 FT z LU _- 0 - 01 - iz (14) 1/4" x 2-3/4" TAPCONS 0 < 06 mN E P z � -, w 8 8F1 2 -1 B/1T TO MASONRY & (6) 10d I BOTTOM REINFORCING PROVIDED NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE C15 11N, 111301 licit "D11 lixt "Blv licit "D"#3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 55/8 91/2 20 3 55/8 121/2. 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 1 #6 1 33/4 81/16 14 30 1 41/2 81/16 181/2 36 1 #7 1 43/8 9 13/16 16 1/2 35 1 51/4 913/16 21 3/4 42 4 ❑4't 4a U 'A 4 + 4. A A A 4 LAP SPLICE EMBEDDED AD08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 90* HOOK STANDARD 180* HOOK #3=2Y2' #4=2Y2' #5=2Y2" #6 = 3" #7=3Y" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR Wt 3000 psi CONC. SEE MD08 FOR LAP INFO, I-MVVIUC ULCM114 OUT Vr-C_N11N%Zl I& %OF\ FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING LINTEL PLAN. 1/8"=11-011 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE 0 ❑000 w z < I k.) m 41 lqr O 8F16-0B/1T 1-1/2" CLEAR C15 C� u LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS z w w CC 1 UJ < uj <D 8F20-1B/1T ME A. w a- < STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24 -113/81F24-013 8F32 -113/81F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 21-21' 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 CFG w DRAFTING: O 8F20-OB/IT < < _j C.M.U. u_ -STRUCT: JW 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 O 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 65 = Z6 002 9 GROUT 0 Lu a) TM - 2170288 0 A ,6 z #5 REBAR AT BOTTOM OF LINTEL z 0 u ti 0 Z 8" BEARING EA, END 4. LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN, DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS N� z 0 0 w W a 0 (D z 23 j 0 CC) 0 1 LL w 1: F- u_ 0 ID 4 F_ ;� co a- 5. 0 W W C) 0 0 j U- 0 w a 0 z < u- w 0 0 w _j n u- 0 CAVITY S5 49 01 1 BOTTOM REINFORCING PROVIDED 8 3'.2" 1217 2165/1969 6113/2931 867214576 10000/6224 X-41' 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 51-2#1 570 1232/1232 3480/2580 8360/3586 8825/ 4592 61-2" 488 991/991 2661/2143 5681/2698 6472/3685 71-011 416 752/699 1843/1625 3486/2602 6390/3302 81-01' 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 153311247 2781/1946 4754/2489 10, -0.1 292 567/454 1366/1277 2423/ 1770 4006/2263 101-8" 277 492/352 1254/1132 2193/1567 3552/2003 111-21' 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848< 121-81v 0 369/261 1002/984 1697/1361 2630/1738 13'-411 0 328/0 1234/0 1779/0 2662/0 141-011 0 292/0 1160/0 1660/0 2439/0 161-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS > w FILLED u 18'-0" 0 211/0 750/0 1177/0 1676/0 181-81, 0 14210 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. 2. f c PRESTRESSED LINTELS = 6000 psi. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510, 201-011 1 0 1 180/0 598/0 1024/0 1441/0 201-81' 0 1 145/0 560/0 981/0 1376/03. o11111111111. uj Cf) N%% .10 a- 'rl 4 VA 00 v 1-, w 6 Y_ LL w ty, Ci uj < 00 z a 0 Z x 0 �® 0 1% < 0 >_ 00 we _j LL 2 1 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-0I3 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-411 1694/1694 3725/3280 5499/5421 2141 1425/1425 3343/3280 4933/4933 31-07 1230/1230 2769 /2769 4085/4085 31-4" 1081/920 2769/1716 4086/2839 4'-4" 846/833 2121/1716 3127/2839 5'41 664/572 1761/1761 2595/2595 6-41' 526/434 1539 /1539 1329/2267 7-41 480/322 133411334 1964/1552 81-41- 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. LINTEL DESIGNATION SCHEDULE MARK LINTEL REQUIREMENTS F =FILLED WITH GROUT U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 1-1/2" CLEAR 8RF6-1B/1T (D 8F8-1 BMT O 8RF14-IB/IT O 8RF30-0B/1T 8F16-1B/1T NOMINAL WIDTH 0 0 V 0 Z (D TYPE DESIGNATION 0 0 mol C.M.U.< < Cu_ U) LINTEL PLAN. 1/8"=11-011 < - Ir Lu 0 = 0 U,Q� 8RF14-0B/1T 0 ❑000 w z < I k.) m 41 lqr O 8F16-0B/1T 1-1/2" CLEAR C15 C� u U CL uj <D 8F20-1B/1T ME A. w a- < z u 0 -r #5 REBAR AT TOP MIN. (1) REQ'D CFG w DRAFTING: O 8F20-OB/IT < < _j C.M.U. u_ -STRUCT: JW z O 8RF22-1B/1T 65 = Z6 002 9 GROUT 0 Lu a) TM - 2170288 0 A ,6 z #5 REBAR AT BOTTOM OF LINTEL z 0 u ti 0 Z 8F24-1B/1T DATE: 02/24/2017 CAVITY S5 49 01 1 BOTTOM REINFORCING PROVIDED 8 OO 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) m 8F24 -013/11T 8" NOMINAL WIDTH �- FILLED u N O 8F32-1B/1T 1-1/2" CLEAR IM U) O 8RF30-0B/1T < #5 REBAR AT TOP MIN. (1) REQ'D #5 < Z (D 8F32 -0B/1T C.M.U.< < Cu_ U) U) o O 8F38 -1 13/1 T it z v_ g L0 0 I 0 z z LU _- 0 - 01 - iz to Z 0 < 06 mN E P z � -, w 8 8F1 2 -1 B/1T I BOTTOM REINFORCING PROVIDED 0 0 I I < z Z 5 a (D 00 8F40 -0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) i n 0 W z U8F8 w -013/11T 8" NOMINAL WIDTH w _j (0 wzwc) 8 :5 < 0 0 DO s w UNFILLED j .j cc W u Z E Z¢ U) �- zo O F_ w0 u - 02 w ' SAFE LOAD TABLE NOTES 03: 0 . _ 0 uj IN W< C14 0 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED A L < Q Z LSLU' EA TV LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL LINTELS I N I� 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. RECESSED 0 2� 0 = NOT RATED. NOT 2N R �0= F 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 3 SAFE LO .4 < z UJ Lu 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 4 - SAFE LO .4 0 -r 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 5. ADDITION w co U) ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 0 6, ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 1 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z I SUPPORT. < 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 u 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.z IR Lu < Lu ti Z < - Ir Lu 0 = 0 U,Q� 0 0 ❑000 w z W 0 0 M w 04 I 0 W uj h 0 Lu w 0 0 uj ---) 0 0�� 000 U CL STRUCTURALENG: CFG DRAFTING: z Lu -STRUCT: JW 0 QC CHECK: MRB 65 Lu JOB No. TM - 2170288 SCALE: AS INDICATED DATE: 02/24/2017 S5 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO , TIE BEAM SPLICE TO a r TIE BEAM SPLICE TO e BE MIN. 25" GROUT I'I BE MIN. 25" GROUT CELL SOLID CELL SOLID MASONRY WALL "II MASORY SEE PNAN WALL °II SEE PLAN I� w .14 CONCRETE SLAB PER CONCRETE SLAB PER •''.II FOUNDATION PLAN " IP FOUNDATION PLAN - g I' VARIES p:' C-uj co_ e • ° SEE PLAN a ° ' ' ° ° , a. 4 d° a 4°Ie 00 d° 'd° .I'e' W 0 (� ``�^^ 14 GRADE —I (� ° ° I GRADE z_ c w IIIA rLu I_ I _ 1Ihi — 2 #5 BARS CONT. ' — —I I (2) #5 BARS CONT. = I 1 —I I— I CLEAN COMPACTED W/ 3" COVER TYP. I I3�1 CO I �R ' I CLEAN COMPACTED W/ 3" COVER TYP. 1 I3�' COVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'4' WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING W 16 w 8 811 p Q CLEAN COMPACTED CLEAN COMPACTED CLEAN COMPACTED U (2) #5 BARS CONT. w/ 3" g' 8" FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3" FILL @ 95% STANDARD (n FILL @ 95% STANDARD _ COVER TYP.' AT COVER TYP.' AT <C DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY p CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO a_ COVER TYP.; AT 0 FILL @ 95% STANDARD BE 20WIDE BE 20WIDE _...._... 2 -STORY COND. (3) #5 " " w BARS REQ'D R. FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN fiF0 DOUBLE STEP FOOTING BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'-0" % 3/4"=11.011 OPT. MASONRY CURB \../ @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D I I CONT: BAR STEEL AT 2 STORY LOCATIONS LI SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER MIN. 24" BEFORE I CONC. SLAB PER 8"x1211 THICKENED ANOTHER STEP 811 a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. Lu°. P ; , • ° ... a. °a a GRADE aq ° w IF on own w"..11IIIIIIIIIII Lu wo I4. I= �1 �• _ �: rn OW4"M W" ° .. ° e III 111—III .- .I ° ' • ' d4 • _ _ - I _I-1 I I•_...111—I � 1— I— . '' :. ° �' •,.� � — I I I I— — I i 111—III—I I — —Ifi = e e' 14° ° 4 •', a _— ° a, I I I I _ ' 1—I I I—I I I-1 —III -1 —I — I I I 11 — _ _I 11=1 11==1 I=1 -8 ao 14 a I I =III I— I=1111 ' I I I I I I i l l—I I ISI I I' a Lu o _ .. _ .� �ol_I= I- III— I II I 1.. ,11 111111 w - — —' -� ° . . �'I_ n — - A'(2) "' 1 -III—_ III—III=1 I I I — (2) #5 CONT. w/ 311 (2) #5 CONT. w/ 3'd _� —I - 1611 MIN. — I =COVER TYP. > 1'4" (2) #5 BARS CONT,iY, COVER TYP. -I -III—III-1 I i—III-1 — (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 /6'FOE THICKENED EDGE AFOkTYPICAL STEP FOOTING DETAIL VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS d 4° ad'. d I d 4 d #5 CONT. �e' REINFORCEMENT SEE °I ° 1.4..I FOUNDATION PLAN d ° "° ° 1 I :°; r'•I: °a FOR QUANTITY THRESHOLD PER MFG � �"'' " """ �°� � •l�.. ° #5 25" 25" CORNER w U w v Ch `4 SLOPE •" PER MFG d' Z W H 9 FOOTING AT INTERIOR BEARING ? I o M 3/4"=1'-0" �t� ,� ,�y'S°°°® w d ��® ••° � �•®®y®� ®,® cru o d \ 0 d CU e IF BRIG. WALL ABOVE- � P- FINISH PER ELEV. HOLD BRG WALL BACK ' °' . Iy�� 2x BRG WALL PER ®. 2x BRG WALL PER Q Q MASONRY WALL FINISH FLOOR '®®®®®®® ��o� �} O SEE PLAN I HORIZONTAL U CONC. SLAB PER w ®®®4.• 1/2" J -BOLT W/ MIN. 6" U` CONC. SLAB PER (1) #5 FROM FTG. TO SO GYP FINISH IS °°i®®�e�lP ®o®®® PLAN AND BEARING FOUNDATION PLAN PLAN AND BEARING TIE BEAM MIN. 25" Q ^ FOOTING PER PLAN o ' III—III-=1 I I— d SPLICE GROUT CELL THAN THE _ II ILII _ pq ° 0 PAST DEEPEST STEP Z SOLID PER PLANS a Z FLUSH w/ FOUNDATION -1I — BARS V WALL SCHEDULE 1'. N F- pzn�v 8 Q 00cn 0 WALL SCHEDULE Z O m Z ��F- L) ° °. ° 4 e 4 .e a ' Z • w0 �pzeb REQ'DMIN 4" OLL3:E� co BELOW Q NJ w o J z O 0 �-- cn w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" d Lu O I W U) w Lu U) ... �` FOUNDATION PLAN COVER TYP. 1-1/2" COVER NP. CONC. SLAB PER 2 1/4"CONC. I BLAB PER 0. z FOUNDATION PLAN 0 'CONCRETE SLAB PER D FOUNDATION PLAN r z ZZ g FOUNDATION PLAN w g Z �' 2x PT SILL PLATE F_ u, 2x P.T. SILL PLATE Q w� w a a as _ > 0 a 0 _j z 0 [ro0 ft w 2O w C -4m 0 cnJ Z w � Q 0 _ o: 0 I-- — _ 4. , ': 4:�.'•...' F - :... ; Q DRAFTING: I— z W- -STRUCT: JW o. ° 4, . e. _450 MRB _— .° ° 4 e d. 4 ... 4' ° ' _ _ No. _ _ TM 2170288 t °" _ .,-------_..._— — _ — -I �, '' •.... I I=III-1 III—III— �, w DATE: 02/24/2017 ISI— 4r- IL— IIII. II—ILII; I _IIi I --II IIIn_ 4'. —'a —ISI iI_I I I= =1 I( _ =111=1_I — —1 — —_ —_ III=III 0 _ '-1 I I= I I i (— I- - -III- III—I 11-1 Z W 16 w 8 811 p Q CLEAN COMPACTED CLEAN COMPACTED CLEAN COMPACTED U (2) #5 BARS CONT. w/ 3" g' 8" FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3" FILL @ 95% STANDARD (n FILL @ 95% STANDARD _ COVER TYP.' AT COVER TYP.' AT <C DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY p CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO a_ COVER TYP.; AT 0 FILL @ 95% STANDARD BE 20WIDE BE 20WIDE _...._... 2 -STORY COND. (3) #5 " " w BARS REQ'D R. FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN fiF0 DOUBLE STEP FOOTING BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'-0" % 3/4"=11.011 OPT. MASONRY CURB \../ @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D I I CONT: BAR STEEL AT 2 STORY LOCATIONS LI SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER MIN. 24" BEFORE I CONC. SLAB PER 8"x1211 THICKENED ANOTHER STEP 811 a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. Lu°. P ; , • ° ... a. °a a GRADE aq ° w IF on own w"..11IIIIIIIIIII Lu wo I4. I= �1 �• _ �: rn OW4"M W" ° .. ° e III 111—III .- .I ° ' • ' d4 • _ _ - I _I-1 I I•_...111—I � 1— I— . 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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 /6'FOE THICKENED EDGE AFOkTYPICAL STEP FOOTING DETAIL VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS d 4° ad'. d I d 4 d #5 CONT. �e' REINFORCEMENT SEE °I ° 1.4..I FOUNDATION PLAN d ° "° ° 1 I :°; r'•I: °a FOR QUANTITY THRESHOLD PER MFG � �"'' " """ �°� � •l�.. ° #5 25" 25" CORNER w U w v Ch `4 SLOPE •" PER MFG d' Z W H 9 FOOTING AT INTERIOR BEARING ? I o M 3/4"=1'-0" �t� ,� ,�y'S°°°® w d ��® ••° � �•®®y®� ®,® cru o d \ 0 d CU e d ° �• °; x x � P- FINISH PER ELEV. J ' °' . Iy�� ®. 0• �. ®, ®� \ ® ZLLI Q MASONRY WALL FINISH FLOOR '®®®®®®® ��o� �} O SEE PLAN I HORIZONTAL U CONC. SLAB PER w ®®®4.• U` CONC. SLAB PER (1) #5 FROM FTG. TO °°i®®�e�lP ®o®®® 0° FOUNDATION PLAN FOUNDATION PLAN TIE BEAM MIN. 25" Q ^ FOOTING PER PLAN o ' III—III-=1 I I— d SPLICE GROUT CELL THAN THE _ II ILII _ pq ° 0 Z SOLID PER PLANS a Z U �¢a-ovi- c -1I — BARS V O 1'. N F- pzn�v 8 Q 00cn 0 0 m Z ��F- L) ° °. ° 4 e 4 .e a ' Z • w0 �pzeb d ° �• °; x x � °. d e 4 ° ' .• . FINISH PER ELEV. CONC. SLAB PER ' °' . Iy�� J A I . : BAR, ONE FOR EA. w _ __ 0 � _— _ M _ �_�. —1 FINISH FLOOR 3J N PENETRATING ° 4 'd. °' .. a 1e 9 ° HORIZONTAL U CONC. SLAB PER w —I ir, d I —) o• --- = I 1=I I = OC -I 41- w V 0 Z a . a REBAR, TYP. U.N.O. FOUNDATION PLAN I _ 1 = _ —_ —_ — Q ^ FOOTING PER PLAN o ' III—III-=1 I I— d CLEAN COMPACTED THAN THE _ II ILII _ pq ° 0 Z .. fid° Z U �¢a-ovi- c -1I — BARS O — J N F- pzn�v 8 Q 00cn A .. ,_ _ .� _...# a m Z ��F- 2 Z Z E Q awZ0 wi 35COVER TVD ' @ O OLL3:E� co TYPICAL CORNER BAR DETAIL (TOP VIEW) ':q "'. A ; SLOPE 1 -4 Z . 2 -STORY CONDITION 0 O PER MFG (3) #5 BARS w/ 20" O SLOPE EXT. SURFACE WIDE FOOTING OR GRADE 1/4" PER Z� FOOT AWAY FROM GLEAN COMPACTED /o BUILDING FILL @ 95 STANDARD 0 O� Q DENSITY .r.. ELASTOMERIC JOINT a FILLER L EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0° 3/4"=1'-011 #5 DOWEL W/ MIN. 6" #5 CONTINUOUS ANCHOR PER BRG. FILLED CELL PER PLAN CONC. SLAB PER EMBED. INTO MAIN WALL SCHEDULE. IF ® WOOD POST PER PLAN ----- CONC. SLAB PER CURB REQ. ANCHOR FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48" O.C. W/ 2 1/4".SHALL HAVE 6" MIN. _ _ 3/4" CONNECTION EPDXY @ 12" O.C. 2" BEND INTO EMBED. BELOW GARAGE _ _ - SLAB - TOP COURSE TO BE CONCRETE STAIRS AS BOTTOM OF CURB. REQ'D PER GRADE W/ CONCRETE SLAB PER OPT CURB PER CHAIR BLOCKS. _ _ _ I ::!Vz ENTIRE BASE TO BE MIN (1) #5 BAR @ PLAN MF04/SD1 FILLED SOLID NOSING ADD #5 CONT. WHEN TOP VIEW I- CORNER SEE ELEVATION STI RUPS REQUIRED 2 x P.T. SILL PLATE X. CMU BASE w/ (1) #5 d,° ° ° ° ° < , '° ,a ° ° . . e . • SEE i) GARAGE WALL VERTICAL @ EACH — — •�. b — — " _ '- '* •°.. PLAN I ° °I ° ° ' 'e O CORNER. SEE FLR. --I i I— ° ... I e. co ih I I— #3 STIRRUPS @ 48" CONC. SLAB PER BEYOND PLAN FOR BASE SIZE ° q v ;° – ° —I d 9.. Z M L_ _ °o '' : XX �. z (2) #5 DIA. BARS @TOP I a �• , z ¢ (2) #5 DIA. BARS @TOP — I ,°° < , ° w O.C. WHEN MONO FOUNDATION - ._____ DRIVEWAY BY �° 4' WHEN MONO DEPTH = I I < ..I WHEN MONO DEPTH = ' 'I , ..I °.. a g DEPTH EXCEEDS I I"'., �'�+'� I • _ - PLAN BUILDER- CONCRETE m a ¢ EXCEEDS 26", IF -III—I ° EXCEEDS 26", IF III— I °- ^ 'e . a ° 0 26". IF LESS THAN I I ° I F ° OR PAVERS SEE FOUNDATION FOR I°• ° > 11 — "THESEd °'.,I°.< DEPTH < 26" THESE __ a°. e• ., 4 d .. ~ 26" THESE'I !� '� �. _ ''° .' 3/4" �, PAD SIZE °• I.:a e a a w BARS ARE NOT REQ'D I — I .. Ia BARS ARE NOT REQ'D I—I_` " , I . I — y� w =I < ,•. 4°, GRADE e:. °"'"' ""�. �.- ; STIRRUPS ARE NOTI:.'. �... +.' 4:co 'I CONC. SLAB OR7 a > w I ' 4 4.1 GRAPE REQ'D —I I I I . A . ° 4 ° d O w #3 STIRRUPS @ 48" —III 4 ° #3 STIRRUPS @ 48 I I — . e4• PAVERS PER PLAN I' U) — ° „• .I ..4 �I 11- 1 _ O.C. WHEN MONO I i=I ° ...d 4 O.C. WHEN MONO — 1 I—I e.. e z — I '.I' — ? ' - DEPTH EXCEEDS 26 , —III _ ((__- (3) #5 CONT. W/ 3" MIN I I 1_I— ° :, 4 ° , DEPTH EXCEEDS 26 = aI a : : e' IF DEPTH < 26" THESE — 4� °. �` — - rr COVER ON CHAIRS I I 111 4 I 1-1 20"x8" 1 — _---_ — I—I I = CLEAN COMPACTED _ (I—I `fi �`I ' III—I —i FILL 95 /o STANDARD ''• q' ° ° IF DEPTH < 26 THESE — _ d„�, _ _ SEE PLAN FOR STAIR INFO. IF THICKENED ) I =I I (= I I I I @' ° — — — A. B, A. BARS ARE NOT REQ'D 1=�� .. �"'° - L ' BARS ARE NOT REQ D CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & EDGE W/ (2) #5 —' I I III=1 I DENSITY -� a 'd Lo,�'` ' I (2) #5 BARS CONT. W/ — CLEAN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @ EACH STEP, I— (2) #5 BARS CONT. W/ I 1 =III= CLEAN COMPACTED = CONTINUOUS 1'-8" 3' COVER TYP. CLEAN COMPACTED -- �- _ . °..'°, ''' = 11 V-4" FILL @ 95% STANDARD 3" COVER TYP, 1 I I I=1 -4 =1 I — FILL @ 95% STANDARD DENSITY & TERMITE DRILL AND EPDXY (2) 12 LONG #5 BARS FILL @ 95% STANDARD i 1= _ j—_1 I I = _ _� 3 COVER TYP. DENSITY - DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS DENSITY F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING W/ STAIR 4F2 DEEP MONO INTERIOR STEP DOWN _ 3/4"=1'-011 3/4"=11.011 3/4"=1'-011 3/4"=1'-0" F1 TYPICAL FOUNDATION PENETRATIONS 3/411=11-011 TOP (2) #5 x 4'-0" - CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE PVC OR SCH40 SLEEVE i' 4 ° d C �- LOOP TIE (TYP-) ■sem -�-� _I —1 — -�-SEE FDN PLAN FOOTING PER PLAN FOR SIZE 1 1=1 PVC SLEEVE —1 I _ &REINF. - PIPE VERTICAL THRU FDN TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION A A. III=III— III FDN. I Jill 1I- PLAN FOR I– SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION a 4 4 d c n'. a IIII " e 4 —III ° III=1 I 1=1j1—' PIPE PARALLEL TO FND NOT USED .3/411=11-011 8"CMU - FINISH PER ELEV. CONC. SLAB PER LN U) J FOUNDATION PLAN c¢ia FINISH FLOOR Z (D PENETRATING ILL PIPE .`GRADE •d' ° 1 — 2 0 Z PVC SLEEVE MIN. Ll.) O .r _jo7ti 0 Q Q ^ FOOTING PER PLAN DIAMETER TO BE 2 ' III—III-=1 I I— PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY F1 TYPICAL FOUNDATION PENETRATIONS 3/411=11-011 TOP (2) #5 x 4'-0" - CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE PVC OR SCH40 SLEEVE i' 4 ° d C �- LOOP TIE (TYP-) ■sem -�-� _I —1 — -�-SEE FDN PLAN FOOTING PER PLAN FOR SIZE 1 1=1 PVC SLEEVE —1 I _ &REINF. - PIPE VERTICAL THRU FDN TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION A A. III=III— III FDN. I Jill 1I- PLAN FOR I– SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION a 4 4 d c n'. a IIII " e 4 —III ° III=1 I 1=1j1—' PIPE PARALLEL TO FND NOT USED .3/411=11-011 LN U) J c¢ia ..... < Z (D ILL 2 0 Z Ll.) O .r _jo7ti 0 Q Q 0 W z� M, E Q Z�LL�, r CD Q � i" 0 Z Z U �¢a-ovi- c Lu O — J N F- pzn�v 8 Q 00cn H m Z ��F- 2 Z Z E Q awZ0 O OLL3:E� co W Q NJ o J z O 0 �-- d Lu O Z W Lu U) ... �` co a 0. z 0 D O z w F_ u, Q w� _ 0 a 0 _j 0 [ro0 ft w 2O w C -4m 0 cnJ Z w � Q 0 _ o: 0 I-- F - STRUCTURAL ENG: CFG Q DRAFTING: I— z W- -STRUCT: JW ._.... © QC CHECK: MRB Lu JOB No. TM 2170288 2 SCALE: _ .,-------_..._— —_-.._.. .........,._ AS INDICATED ~ DATE: 02/24/2017 i PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL �� • F. U.N.O. CRICKET AS REQUIRED r �. 4.. '. (1) #5 VERTICAL IN w/ 3000 psi CONC. w/(1) BEYOND GROUT FILLED CELL (IF #5 REBAR VERT. • REQ'D PER PLAN) F i I REQ'D LOCATIONS 2x6 P.T. BUCK EACH c SIDE OF OPENING NOTE: SEE MD08 ON FROM TOP AND BOTTOM AND 12" O.C. REST EQ. SPACED LINTEL PLAN FOR CMU WALL PER PLAN -24" O.C.) ADDIT'L REBAR INFO TO TOP CHORDS OF TRUSSES BELOW WHEN - w� PT BASE PLATE it A "DOBEARING/ SHEARWALL CONNECTION TO CMU OPRE-ENGINEERED VERTICAL REINFORCEMENT DETAIL PLATES OVER ROOF DECK PER VALLEY PRECAST LINTEL PER PLAN MASONRY WALL — SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPFCONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ — 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=11-011 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS F01\ ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIt ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SPI CLIP BASE ARE REC 2x BLOCKING MIN 2x4 STUDS O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/(1) CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-01" ADO GARAGE BUCK DETAIL D=/ -- (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD 2x6x12 P.T. CENTER TYPICAL TIE BEAM w/ 3000 psi BUCK SEE PLAN FOR WALL 4 ._ . CONC. w/(1) #5 REBAR CONT. 3/8" DIA. ANCHOR FRAMING INFO ^' CENTERED ° 14 STD HOOK 4 BLOCKING PER BRG ' : 2x PT STUD OR ALTERNATE 1x PT WALL SCHEDULE FURRING TO CMU W/ 2x FRAMING PER PLAN NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL (5) 3/8 DIA. J -BOLT W/ CRICKET AS REQUIRED ° TYPICAL FILLED CELL GARAGE WALL THREADED ROD PER I ' .1" w/ 3000 psi CONC. w/(1) BEYOND PLANS. MIN, 6" FROM END OF BRG. WALL/ #5 REBAR VERT. PROVIDE 1-1/2" x 3/16" MASONRY WALL VERIFY w/ PLAN FOR THICK WASHER W/ EA. I REQ'D LOCATIONS 2x6 P.T. BUCK EACH OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" SIDE OF OPENING BASE PLATE 41 FROM TOP AND BOTTOM AND 12" O.C. REST EQ. SPACED CONNECTION PER BRG CMU WALL PER PLAN NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL (5) 3/8 DIA. J -BOLT W/ CRICKET AS REQUIRED Vf 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. THREADED ROD PER I ' .1" (4) EQ. SPACED 2 TITEN HD ANCHORS w/ SIDE OF DOOR. PLANS. MIN, 6" FROM END OF BRG. WALL/ MIN. 1)q"" EMBEDMENT FOR HOLLOW PROVIDE 1-1/2" x 3/16" MASONRY WALL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID THICK WASHER W/ EA. I BLOCK. MAX. 6" FROM TOP AND BOTTOM ANCHOR. (1st BOLT TO OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" BE 8" MAX. ABV. CURB, BASE PLATE 41 FROM TOP AND BOTTOM AND 12" O.C. REST EQ. SPACED CONNECTION PER BRG BETWEEN -24" O.C.) WALL SCHEDULE TO TOP CHORDS OF TRUSSES BELOW WHEN - w� PT BASE PLATE "DOBEARING/ SHEARWALL CONNECTION TO CMU OPRE-ENGINEERED 1/2"=11-0f, LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (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 WATERPROOFING BY BUILDER I 2x BUCK DETAIL UJI J PRE -CAST LINTEL PER PLAN ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 1/2" 12" O.G. 1 3/16" x 3 1/2" " 2x8 3/16" x 3 1/2" 12" O.C. 2 Q Q Z Lu U FASTEN PT 2x BUCK CRICKET AS REQUIRED Vf MAIN SPAN ROOF TRUSS -- UPLIFT CONNECTOR (SEE SCHEDULE) I MASONRY WALL PER JUrl PLAN 1.1= 1 $-Off 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN J Q PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN - w� BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF d FINISH PER ARCHSFIN ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. WATERPROOFING BY BUILDER I 2x BUCK DETAIL UJI J PRE -CAST LINTEL PER PLAN ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 1/2" 12" O.G. 1 3/16" x 3 1/2" " 2x8 3/16" x 3 1/2" 12" O.C. 2 Q Q Z Lu U FASTEN PT 2x BUCK I TO MASONRY NOTES: z JUrl 1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF 0 J Q 11 - w� : Z WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" Z _ 0 0 FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF 0 d � BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. LIJ J= ] 00 0 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x n iV m OWoc BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" Lu >- 3 0 SEEMED W O.C. @ EACH SUCCESSIVE BUCK 0 U 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME STRUCTURAL ENG: CFG DRAFTING: OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS z W QC CHECK: MRB : JOB No. - _ TM - 2170288 (FASTENING) ARE MET p 0 AS INDICATED P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN MANUFACTURER'S SPECIFICATIONS. m SPECIFICATIONS. 0 Of 0 w W ryO ®®���id1YtlYYYY®�® 0) 3/4"=1'-0" % 1/2"=1'-0" cn, ®�®® �� ®®�®® w c'') 4 00 SHEATHING PER PLAN STRUCTURAL a ���� °° ®� o SHEATHING PER PLAN SEE TYPICAL HEADERSHEATHING ` O --� z TYP. TRUSS TO FRAME 'RAMING DETAILS FOR w TYP; TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME ¢ U \DDITONAL Z a-- ❑ J VFORMATION CONNECTION PER STD. CONNECTOR CONNECTION PER d °® co <[ STD. CONNECTOR NOTES STD. CONNECTOR ®'� ®®® ®.® Z HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES ds®®®�� ®®° O TITHER UPSET OR EDGE AS REQ'D FRAME OUT TO BLOCK _ ® PF1 )OWNSET) FRAME OUT TO BLOCK EDGE ®®�YeYolDsa'e�®®® m u' EDGE AS REQ'D !x W/ (2) 16d TOE NAILS w TACH END I I (2) 2x TOP PLATE a- rr ll 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN V OR TITEN HD @ 32" O 3) 16d COMMON (2) 2x TOP PLATE (2) 2x PLATE I (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH I FOR BEAM SIZE (ONLY U JAILS (TYP.) i I FOR BEAM SIZE END IF OPENING PROVIDED Q O �ll6J M MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE I I MIN. 2x4 SPF #2 KNEE �`� 1���� N WALL WITH STUDS @ WALL WITH STUDS @ U J o 16" O.C.W/ I 2 2x #2 SYP SEE PLAN 16" O.C. W/ I 2x PT BOTTOM WALL w/ STUDS @ 16" w _- .x4 SPF CONT. O I PLATE O.C. w/ STRUCTURAL f-- o STRUCTURAL FOR BEAM SIZE STRUCTURAL I d 0 z 3LOCKING ATTACH TO SHEATHING ON BOTH SHEATHING ON BOTH I SHEATHING FROM ¢ U � p /16" OSB W/ (2) 8d I I TOP OF WALL TO = O SIDES FROM TOP OF SIDES FROM TOP OF I PRECAST LINTEL OR U �= JAILS I BOTTOM OF WALL. w WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE Z • ATTACHED PER 0 O 716 OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER I • NAILING SCHEDULE co UH 5�� V/ 6d NAILS @ 16" O.C. NAILING SCHEDULE I NAILING SCHEDULE •,° z OTHERWISE SP2 CLIPS 0 -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED F KNEEWALL AT DOWNSET BEAM NAIL SCAB TOTOP 1F A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD, SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 1 O NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 1 Od NAILS @ 4" O.C. STANDARD TRUSS TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" PRE -MANUFACTURED ---- --_ CHIMNEY CAP TOP OF CHIMNEY MIN.-----�� 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24"----��_ O.C. MAX. w/ (4) 1 Od NAILS TO BOTTOM CHORD & (3) 10d NAILS TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS GALVANIZED FLASHING — 2x4 BLOCKING W/ (2) -- 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" 12 SEE F_ PLAN -� BUILDER FRAME AT TOP AND SP1 Q AT BASE ARE REQ'D > O RADIUS AS REQ'D 4•. 0 uw KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL -Off D ROOF SHEATHING ATTACH PER NAILING SCHEDULE I-------------� I I A/C UNIT AND PAN IN. 24" BY SUPPLIER MIN. 24" AX 48" I I MAX 48" BLOCKING UNDER A/C SU:P::P:0::R:T::S:::[_____z� 3/4"=1'-0" CHIMNEY FRAMING DETAIL I% 3/4"=1'-01" �-- STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYR BLOCKING W/ SIMPSON RE. ELEV A34 OR LUS24-2 EACH FOR O.H. END FLUE PER MANUF. I'-�— SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED ' FLASHING (4) 16d COMMONS NAILED @ EACH END CONC. SLAB - •. `. SEE FOUNDATION 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I �- 16d COMMONS END NAILED TO VERTICAL 2x4's SEE FOUNDATION DETAILS FOR FTG INFO �— TRUSS PER PLAN PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX �--- - ROOFING MATERIAL PER ARCHS -- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS F OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID to w __ _-- -- WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �`'--- EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" co C J (D Wu �aP C) o ` 06 W O x.4.1 M. h E W W� Q zt c$i� co J 1-- W ZC° c J .-J fn 0G ? It'l J ¢ 00�� Zz =)WF -Z E _ O ¢ u- 3: : � 0 (L LL W CN, ¢ Lu Z z0 LCI LL! s DATE: 02/24/2017 SD2 I JUrl J Q 11 - w� : Z v _ 0 0 CL Q J d � 1 ] 00 0 iV m OWoc >- 3 0 SEEMED W '0 STRUCTURAL ENG: CFG DRAFTING: -STRUCT: JW QC CHECK: MRB : JOB No. - _ TM - 2170288 SCALE: AS INDICATED DATE: 02/24/2017 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 DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" \ \ \ \ \ \ \GABLE O.C. BRACE TO PLATE NOTE: ALL GABLE (1) 2x4 BRACE 7'-0" < H6 9'4" BRACING IS TO BE 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE SHEATHING NOT REQ'D MAX 2'-0" O.H. U SYP#2 OR BETTER CANTILEVER 1/2" J -BOLTS w/ TO BE CONT. @ THE 2 C� z TO EA, ADJ. DIAG. STUD TOP & BOTTOM TRANSITION FROM PT 2x8 PLT., CANT. FOR _ STRONGBACK IF REQ'D --` -- CONT. 2x4 FASTEN TO DIAG. w/(2) WASHERS (MIN. 7" WALL TO GABLE PER CHART m 16d NAILS. NAILS TRUSS 2x6 2x FASCIA w (2) 16d 10d COMMON NAILS @ EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ DOUBLE 2X TOP PLATE -- PROVIDE 2x BLOCKING ~ END NAILS @ EA. FASTEN SIDE WALL 2x4 #2 SYP P.T. EXT. SHEATHING; -- EACH END AND 32" O.C. SHEATHING PER PLAN. NAILS INTO TOP PLATE OUTLOOKER ATTACH PER NAILING w TO BLOCKING GABLE END C O.C. NOT REG'D 6' (5) 16d NAILS BRACE SC S, MAX. ATTACHMENT w/ (3) 1 Od TO BLOCKING BRACE TO LEDGER EXT. SHEATHING; = GABLE END TO EA. ADJ. DIAG. `` — PER PLAN )P ATTACH PER PLAN @ EACH END U z TOENAILS EA. END FRAME WALL CONNECTION ll DOUBLE TOP PLATE J CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES — 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 2'-0" MAX. END NAILS EA, END 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 — EO GABLE END @ VAULTED CEILING 3/4"=1'-0" I w 0 I � I L,9 CF01 FIELD FRAMED VALLEY DETAIL 1'-9" MAX. WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. FASTEN ROOF BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS ta' SHEATHING TO BLOCKS W/ 8d NAILS @ 6'" O.C. CONNECT TO DROP GABLE WITH EA.DIAG, AS SHOWN (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. SHEATHING TO BLOCKS w/8d NAILS @6"O.C. \ CONT 2 4 FHING PER PLAN J \ \ \ \ \ \ \GABLE UP TO 4'-8" BRACE TO PLATE TRUSS BOT. CHORD (1) 2x4 BRACE 7'-0" < H6 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE SEE CHART MAX 2'-0" O.H. U 3 1/4" HOLD CANTILEVER 1/2" J -BOLTS w/ TO BLOCKING 2 C� z TO EA, ADJ. DIAG. STUD TOP & BOTTOM C PT 2x8 PLT., CANT. FOR _ STRONGBACK IF REQ'D --` -- CONT. 2x4 FASTEN TO DIAG. w/(2) WASHERS (MIN. 7" 2ND 2x4 BRACE IF PER CHART m 16d NAILS. NAILS CLG. NAILING SURFACE 2x6 2x FASCIA w (2) 16d 10d COMMON NAILS @ EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ GABLE END BRACING -- PROVIDE 2x BLOCKING ~ END NAILS @ EA. 2x4 #2 SYP P.T. EXT. SHEATHING; -- EACH END AND 32" O.C. 24" O.C. FOR FALSE BM NAILS INTO TOP PLATE OUTLOOKER ATTACH PER NAILING w TO BLOCKING GABLE END C O.C. NOT REG'D 6' SIN MTS12 AF SC S, MAX. ATTACHMENT w/ (3) 1 Od FROM EAVES BRACE TO LEDGER = GABLE END TO EA. ADJ. DIAG. `` — PER PLAN HOLD WALL 3-1/2" @ EACH END U z TOENAILS EA. END FASTEN TO DIAG.w/(2) SPLICE AS REQ'D �- ll DOUBLE TOP PLATE J PER PLAN. PROVIDE 16d NAILS 2x4 LEDGER W/ (2) 10d 32" O.C. GABLE TRUSS P IAATSPAN ROOF ' w zo TRUSS OUTLOOKER TRUSS PER PLAN LOCATIONS USEIF�I�� LSTA18 OR MTS12 @ � 32" O.C. GABLE END TRUSS TO MAX. SUPPORT AND TIE SHOWN, SEE PLAN 2x TOP PLATE TO MASONRY u- u 3/4"=1'-0" i PLT.@12" O.C. z U GABLE END W/ 16d PROVIDE BLOCKING TRUSS PER PLAN C �, o m NAILS @ 6" O.C. I� @ 48"' O.C. FOR FIRST 3 SEE O FRAMING FOR FALSE L L FROM TOP OF WALL LSTA18 HEADER TO CMU WALL OR LINTEL -------_____d: d @ 32" O.C. BEAM, IF REQ'D w/ (3) 10d NAILS @ EA. TRUSS (FRAME WALL SHOWN; � BELOWHGA10KT STUDS TYP. BASE CONNECTIONS ONS uMASONRY) w BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN rn uj M #5 CONT. SINGLE BASE& TOP Iw 16" O.C. 1/2" x 8" J -BOLT @ 32`' e- uj dS1 PLATE w/ PLYWOOD FALSE BM PER PLAN 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END w/ NUT & WASHER SHEATHING COVERING IF REQ'D LINTEL SEE PLAN CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES — 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 2'-0" MAX. END NAILS EA, END 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 — EO GABLE END @ VAULTED CEILING 3/4"=1'-0" I w 0 I � I L,9 CF01 FIELD FRAMED VALLEY DETAIL 1'-9" MAX. WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. FASTEN ROOF BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS ta' SHEATHING TO BLOCKS W/ 8d NAILS @ 6'" O.C. CONNECT TO DROP GABLE WITH EA.DIAG, AS SHOWN (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. SHEATHING TO BLOCKS w/8d NAILS @6"O.C. \ CONT 2 4 FHING PER PLAN J GABLE BRACING CHART \ \ \ \ \ \ \GABLE UP TO 4'-8" A 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART BRACING (+) WHERE O.H. IS > V-0", :: DROP END GABLE w/ Z OUTLOOKERS @ 24" F- O.C. TO RUN BACK TO p 1ST COMMON TRUSS Lu WITH (3) 12d TOENAILS. CONNECT DROP 0C] GABLE WITHH H2.5 CLIP. Q (1) 2x4 BRACE 7'-0" < H6 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE SEE CHART MAX 2'-0" O.H. U PROVIDE 2x4 BRACE CANTILEVER / (2)16d NAILS PLT. TO TO BLOCKING 2 C� z TO EA, ADJ. DIAG. STUD TOP & BOTTOM C ------- GABLE VERTICAL _ STRONGBACK IF REQ'D --` -- CONT. 2x4 FASTEN TO DIAG. w/(2) 2ND 2x4 BRACE IF PER CHART m 16d NAILS. NAILS A -A GABLE VERTICAL BRACING 2x6 2x FASCIA w (2) 16d 10d COMMON NAILS @ 8" O.C. GABLE END BRACING -- PROVIDE 2x BLOCKING 2x4'S @ 24" O.C. C END NAILS @ EA. 2x4 #2 SYP P.T. EXT. SHEATHING; -- (5) 16d NAILS BRACE GABLE BRACING @ 48" NAILS INTO TOP PLATE OUTLOOKER ATTACH PER NAILING CQ TO BLOCKING GABLE END C O.C. NOT REG'D 6' SIN MTS12 AF SC S, A PROVIDE 2x4 BRACE SHEATHING FASTEN FROM EAVES BRACE TO LEDGER 6' FROM EAVES. GABLE END TO EA. ADJ. DIAG. `` — PER PLAN HOLD WALL 3-1/2" @ EACH END _ SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D �- ll DOUBLE TOP PLATE 45° PER PLAN. 16d NAILS. 2x4 LEDGER W/ (2) 10d GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H6 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D C SEE CHART. 8d NAILS @ 4 PROVIDE 2x BLOCKING '"" --- 10d COMMON NAILS (1) A23 FROM /--- FOR NAILING SHEATHING @ 6" O.C. STRONGBACK TO CANTILEVER / (2)16d NAILS PLT. TO TO BLOCKING C DIAGONAL ROOF SHEATHING STUD TOP & BOTTOM C ------- GABLE VERTICAL �-- (TYP.) (END NAIL PLTS. 2ND 2x4 BRACE IF x TO STUD) REQ'D, SEE CHART NAILS A -A GABLE VERTICAL BRACING 2x6 2x FASCIA w (2) 16d 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY, FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF ' 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP -- •--° — — — CHORD OF EACH TRUSS BELOW — FASTEN CONY. 2x y VALLEY RAFTER FRAMING (OR PRE -ENG JP VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 1PSON DTC, (2) 8d LS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN. TRUSS PER PLAN TRUSS PER PLAN CLIP,DTC ILS INTO BZLOCKING, ( � 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY. 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 1 O NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" C 8d NAILS @ 4 PROVIDE 2x BLOCKING O.C. OUTLOOKER OR /--- FOR NAILING SHEATHING 2x4 BLOCKING (2) 12d CANTILEVER / (2)16d NAILS PLT. TO TO BLOCKING C NAILS, TOENAILED @ EACH END.AT 24" O.C. ROOF SHEATHING STUD TOP & BOTTOM C PER PLAN (TYP.) (END NAIL PLTS. C TO STUD) NAILS TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d GABLE BRACING @ 48" L E -- PROVIDE 2x BLOCKING INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. EXT. SHEATHING; -- x rN NAILS INTO TOP PLATE OUTLOOKER ATTACH PER NAILING BLOCKING @ 24" O.C. (2) 16d TOE NAILS " SIN MTS12 BRACE NOT REQUIRED SC S, `------- SIMPSON H2.5(TYP.) (2) 16d NAILS TO EA. W/ (2) 12d END NAILS BRACE TO LEDGER 6' FROM EAVES. COUNTER -SUNK. HOLD WALL 3-1/2" @ EACH END _ ' DOUBLE TOP PLATE DOWN FOR SIMPSON META16 @ a. F - 2x4 LEDGER W/ (2) 10d 32" O.C. GABLE TRUSS P IAATSPAN ROOF ' TO MASONRY. AT TRUSS OUTLOOKER TRUSS PER PLAN LOCATIONS USEIF�I�� LSTA18 OR MTS12 @ NAILS @EACH WEB 32" O.C. &16W% if$ %NK. ' SUPPORT AND TIE SHOWN, SEE PLAN "� -- HEADER PER PLAN IF FOR WOOD OR MASONRY DOWN OF JACK u 3/4"=1'-0" i EXTERIOR SHEATHING. REQ'D. MIN (1) JACK & PROVIDE BLOCKING TRUSS PER PLAN C Z ATTACH PER PLAN (1) KING STUD w/SIMPS. @ 48"' O.C. FOR FIRST 3 SEE z E FROM TOP OF WALL LSTA18 HEADER TO WALL PER PLAN d CONNECTION DETAIL (FRAME WALL SHOWN; � TO BOTTOM STUDS TYP. BASE CONNECTIONS ONS uMASONRY) w CONNECTION 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN rn uj M .� E ®®®• ®� I y/ gym® i® 00 Iw 16" O.C. 1/2" x 8" J -BOLT @ 32`' e- uj dS1 ;'9 . DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) MASONRY WALL OR ___--'�� 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS .' LINTEL SEE PLAN , PLATE W/ 1/2" x 8" ANCHOR BOLT OR MSTAM-24 TYP. EA. LINTEL SEE PLAN '•"' IN CMU. OR SIMPSON l N .. TITEN HD @ 32"-0.C. & SIDE OF EA. STUD. MM• META16 0 o O i 6" FROM EACH END CENTERED BETWEEN • U V FRAM WALLSPLICE DETAIL AND CMU SEE WALL SP STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING Q m 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY, FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF ' 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP -- •--° — — — CHORD OF EACH TRUSS BELOW — FASTEN CONY. 2x y VALLEY RAFTER FRAMING (OR PRE -ENG JP VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 1PSON DTC, (2) 8d LS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN. TRUSS PER PLAN TRUSS PER PLAN CLIP,DTC ILS INTO BZLOCKING, ( � 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY. 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 1 O NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" '*NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'k** GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 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 (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE 1/2"=11-011 C 8d NAILS @ 4 SEE GE01/SD3 FOR O.C. OUTLOOKER OR SIMPSON H10A DIAG. SHEATHING VALLEY TRUSSES PER CANTILEVER TO BLOCKING C C C 2 16d TD NAILS - AnMEMBER GABLE BRACING @ 48" L E -- PROVIDE 2x BLOCKING O.C. MAX. 45° FROM EXT. SHEATHING; -- FOR NAILING rN HORIZONTAL (+/- 10') F ATTACH PER NAILING a. 4" SI N SIS " SIN MTS12 BRACE NOT REQUIRED SC S, 1 C (2) 16d NAILS TO EA. RE -DRILLED & 6' FROM EAVES. COUNTER -SUNK. TRUSS PER PLAN _ ' TAPCONS, VERT. 0 SIMPSON META16 @ a. F - 32" O.C. GABLE TRUSS P IAATSPAN ROOF ' TO MASONRY. AT TRUSS SEE PLAN FOR L LOCATIONS USEIF�I�� LSTA18 OR MTS12 @ �kILLED 32" O.C. &16W% if$ %NK. ' SUPPORT AND TIE SHOWN, SEE PLAN FOR WOOD OR MASONRY DOWN OF JACK u 3/4"=1'-0" i TRUSSES n PROVIDE BLOCKING C BETWEEN TRUSS BAYS w @ 48"' O.C. FOR FIRST 3 SEE E BAYS GABLE WALL PER PLAN d CONNECTION DETAIL (FRAME WALL SHOWN; G FOR MAY ALSO BE a CONNECTIONS ONS uMASONRY) '*NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'k** GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 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 (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE 1/2"=11-011 C 8d NAILS @ 4 SEE GE01/SD3 FOR O.C. OUTLOOKER OR CONV. FRAME OR C SHEATHING VALLEY TRUSSES PER CANTILEVER PLAN F C C 2 16d TD NAILS - AnMEMBER 4X4 PT. L E ;.. EXT. SHEATHING; -- SIMPS F .5A F ATTACH PER NAILING a. 4" SI N SIS " SIN MTS12 SC S, 1 C (2) 16d NAILS TO EA. RE -DRILLED & COMMON TRUSS COUNTER -SUNK. 0_ ' TAPCONS, VERT. 0 SIMPSON META16 @ a. 32" O.C. GABLE TRUSS P IAATSPAN ROOF ' TO MASONRY. AT TRUSS WOOD WALL L LOCATIONS USEIF�I�� LSTA18 OR MTS12 @ �kILLED 32" O.C. &16W% if$ %NK. ' SHOWN, SEE PLAN FOR WOOD OR MASONRY A,%lIqIDTAArVIhlffJU FRAMING HO 3/4"=1'-0" i I— O O 0_ w Q w ® foo®o �`��,►�®�® rn uj M .� E ®®®• ®� I y/ gym® i® 00 Iw a Q U e- uj dS1 ®a•® a Z Of ®®®®w®.®®oas' O ® 1 1I0® ®®®® m u - i V O l N U MM• OU 0 o O i • U V i i Q m > J Z U) U J Ing p ' WO w �+Nj �, E (D(D W < Qu- w 6 0 C6 Z 0 P c L �-�a Q 0 ,:s ig = ' Nw p p(6mo wig 5 W H LV L OUNa Q C j (W� I ' Lu a U) .... � J o C LV � r Z 0 0 = 0 V)�" J 1 000 u M N �' 0 u -Jz 0 UJ UJ40= Li � a r A STRUCTURAL ENG: CFG ---._......-.,. J_ __ .._.._.. -- DRAFTING: — -STRUCT: JW n QC CHECK: MRB Y JOB No. TM - 2170288 SCALE: AS INDICATED DATE: 02/24/2017 SD3 NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3 NAIL O.C. (FOLLOW NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING ATTACH 2x4 STUDS TO REQUIREMENTS THIS y (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10d ALL LOCATION LOCATIONS) NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS Q$,,M ATTACHED PER (WF08/SD3) 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 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 2 1/2" EDGE 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE T� 10d x 3„ COMMON p 2 1/2” °z Lu z. w1 1/2" N N _ N 10 10d x 3" COMM( OVERLAP TOP PLATE AT CORNER 10d x 3" COMMON OPP. TOP SPLICE @ SIDE z DOUBLE 2X4 TOP NAIL BOTTOM PLATEU O" <ATTACH 2x8 STUDS TO PLATE TO EACH PLY OF BUILT z ( I a- TOP PLATE W/ (4) 12dUP COLUMN U � ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILSSELOW W/ 00 _ TOP PLATE W/ (3) 12dAT ALL LOCATION TOE -NAILS TYPICAL AT • •00 10d x 3" COMM( (D z Q CL co 00 ALL LOCATION -I-1— -- 71-- III 11 11 I (2) 8d. TOENAILS w TOP SPLICE IIII TOP PLATE CORNER TRANSITION II II II 2x4 PT LEDGER W/ Q 0 IILI OPP. SIDE II II II O.C. NAILS @ 16" O. oz BOTTOM SPLICE OVER PLAN iI II IIII 2x4 BLOCKING PLACED SEE ELEV. FOR O.H. SIZE DOUBLE 2x8 TOP o0 FLATWISE (2) 16d I I�L�J���l_L��IL EXT, BEAM PER PLAN STUD Nm CONDITION PLATE — --_ _ _-- (2) 2x4's (2) 24's (2) 2x8's (2) 2x TOP PLATE NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ++ x x NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE (2) 2x COLUMN FO TYPICAL TOP PLATE SPLLCE @BRC. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) FLOOR SYSTEM l'J Qry FO TYPICAL BUILT-UP STUD COLUMN DETAIL REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS SHEATHING PER PLAN 3/4"=1'-0" CUT TO FIT 2X BOTTOM PLATE 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING TOP & BOT., 2x8 TO 3/8„ SHEATHING PER PLAN OPENING SIZE 1 BEYOND SEE PLAN 2 BEYOND INSTALLED VERTICALLY. 7u- 1D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE SIMPSON LSTA30 W/ SHEATHING DIAGRAM 2x12 w/ 10d X 3" NAILS z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING ROOF TRUSS - SEE L 1 3/4"=1'-0" z@ 6" O.C. 2x12 AT SHEATHING PER - = = FF ID FRAMING PLAN FOR v O J LIJ (1) ROW OF 8d COMMON NAILS @ 3" O.C. S of W= NAIL SPACING OV SC q O S V C OUTSIDE (2) 2x4's p w L+ c U 0 EDGE DISTANCE PE7� INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN I• I I II I I I I o. 2 NAIL AT TOP PLATE USING (2) ROWS OF $d COMMON F e F qe ROOF SHEATHING, O NAILS @ 3" O.C. 1/2" A x<��GTATR FASTENPERPLAN 2�<FNG �pT� FASTEN PER PLAN I I I I a = O M U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 yup 'y op 9,q — — — — W z O COMMON NAILS @ 3" O,C. — o — o Oy Oy „ III III — II II I WALL SHEATHING O = 4� NAIL INT. W/ $d COMMON NAILS @ 12" O.C. &NAIL 2x4 FRAMING @ 24 LII III II II I SPLICE, SEE SPLICE ., EDGES 6" O.C. U.N.O.ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8 O.C. MAX. PROVIDE (4) 10d x 3" III OPENING III I I I I 11 SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d �01 wDOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT PANELS w r COMMON NAILS @ 3" O.C. I I I 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3" 3 I I I -' O HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLANTRUSSES NAILS AT JOINT 2x SCAB w/ 10d NAILS III TYP. III II I ...4 , „ AROUND 2x STUDS BEYOND, �'- O TOP &BOTTOM @ 4 O.C. III III II II II � � SHEATHING SPICE, OPENING SEE PLAN FOR MORE w u. O7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES Ili III II II II (D Q LL 2x FASCIA INFO I— F- O VERTICAL MEMBER IF GABLE END SHEATHING &L PER PLAN --- 2x FASCIA PER PLAN III -I-1— -- 71-- III 11 11 I (2) 8d. TOENAILS w U) IIII TO LEDGER II II II 2x4 PT LEDGER W/ Q 0 IILI I I II IIII II II II O.C. NAILS @ 16" O. oz O.C. PLAN iI II IIII 2x4 BLOCKING PLACED SEE ELEV. FOR O.H. SIZE Ju- o0 FLATWISE (2) 16d I I�L�J���l_L��IL EXT, BEAM PER PLAN NAILS EACH END SHEATHING SPLICE DETAIL Nm CONDITION -JL -IL — _ — — --_ _ _-- F1 TYPICAL SCAB OVERHANG 00 (2) 2x TOP PLATE NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ++ x x NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE LLO 12d NAILS @ EACH END c FLOOR SYSTEM l'J Qry 5/8" THREADED ROD w/ REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS SHEATHING PER PLAN 3/4"=1'-0" CUT TO FIT 2X BOTTOM PLATE 10d NAILS FOR TOP & BOT., 2x8 TO OPENING SIZE 1 BEYOND SEE PLAN PRE-ENGINEERED SIDE VIEW @ BASE OF POST SIMPSON LSTA30 W/ SHEATHING DIAGRAM 2x12 w/ 10d X 3" NAILS F1 EXTERIOR SHEATHING SCHEDULE 2x4 #2 SPF ROOF TRUSS - SEE L 1 3/4"=1'-0" z@ 6" O.C. 2x12 AT BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d. TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER PLAN 2x4 PT LEDGER W/ (2) 2x BUILT-UP COL. 2x4 LEDGER (2) 16d NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER O.C. NAILS @ 16" O. SCHEDULE O.C. PLAN NAIL AS SHOWN (5) 10d 2x4 BLOCKING PLACED SEE ELEV. FOR O.H. SIZE w/ (2) 16d END NAILS SEE ELEV. FOR O.H. SIZE FLATWISE (2) 16d BUILDER MEMBER, TYP. (MAX. EXT, BEAM PER PLAN NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL PLAN VIEW @ TOP OF POST F1 TYPICAL SCAB OVERHANG 2x BLOCKING W/ (2) (2) 2x TOP PLATE NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ++ x x NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE 1 12d NAILS @ EACH END c 2x12 BOX HDR w/ 2x8's 5/8" THREADED ROD w/ REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS SHEATHING PER PLAN 3/4"=1'-0" Q WALL OR TRUSS, SEE OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, STUDS w/ (2) 1/4" X 4'/" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN FASTEN PER PLAN SIMPS. SDS SCREWS @ 2x4 #2 SPF BEAM PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. TO GABLE END STUDS N SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. PT POST PER PLAN LAP BEAM PLYS AND DOUBLE TOP PLATE 2x8 w/ (2) 10d NAILS @ NAIL AS SHOWN (5) 10d MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO MASONRY w/ 2x6 PT EA. STUD OR TRUSS BUILDER MEMBER, TYP. (MAX. EXT, BEAM PER PLAN CONNECTION CONNECTION EACH END 1/4" x 2 3/4" TAPCONS AT PLAN VIEW @ TOP OF POST SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE d ++ x x SIMPSON H3 CLIP @ EACH STUD 12d NAILS @ EACH END c 2x12 BOX HDR w/ 2x8's 5/8" THREADED ROD w/ SHEATHING PER PLAN NUT SET IN ADHESIVE Q WALL OR TRUSS, SEE 10d NAILS FOR TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2— 3 ' PRE-ENGINEERED SIDE VIEW @ BASE OF POST 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 SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS S WALL TO PRECAST NAILING SCHEDULE & `+ + w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF ' * (4)12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) CUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. • TRUSS MEMBER O.C. MAX. CONNECTION DESIGNED FOR N 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x o I STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL 4.. 2x BRG WALL, SEE PLAN FOR STUD SIZE & i TRANSOMiTRUSS TOENAILS INTO OTHER BETWEEN TRANSOFOR SEE WALL CLIP DETAIL MORE INFO .4. SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELSBETWEEN LINTELSM UNDER GIRDER TRUSS W MORE BRG. WALL INFO LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. i i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. • Q w/ (2) 1/4" x 3 1/2" .. w/ (2) 1/4" x 3 1/2" 2x BLOCKING • TAPCONS @ 12 O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH --- `� uj M (2) 2x TOP PLATE ® 0®0®000000®®o®o�jl��'�® J Z �t rn . SPACED EVENLY J Q SPACED EVENLY CD Q 0 w O z STUD ®® `C (> ATTACH 2x TO VERTICALLY VERTICALLY V O 2x6 w of O �p co C? �3j 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x8 w/ (2) 10d NAILS @ o c O 2x8 w/ (2) 10d NAILS @ PLAN FOR STUD SIZE & MIN 2x TRUSS PER PLAN ROWS OF 10d NAILS STAGGERED @ 8�� O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD SPACING. (2) 4� Q ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR BUILDER BUILDER �* BUILDER U.N.O. CONNECTION o Q o ; Z O ~d(o� F1 SECTION @DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/TRANSOM FS02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER Z z ¢WLu Zz E w o 3/4"=1 _0" k 1 3/4"=1'-0" j 1/2"=l'-0" 1/2"=V-0" Lu 3/4"=1'-011 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN FASTEN PER PLAN SIMPS. SDS SCREWS @ BEAM INTO LONG SPAN AS INDICATED ON BEAM 16" O.C. MAX.; ` SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN TO GABLE END STUDS N STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND SCREWS @ 16" O.C. 2x8 w/ (2) 10d NAILS @ NAIL AS SHOWN (5) 10d MAX.; POCKET SGD NAILS PER PLY TO MASONRY w/ 2x6 PT EA. STUD OR TRUSS BUILDER MEMBER, TYP. (MAX. EXT, BEAM PER PLAN HTS20 CLIP FROM z POST TO BEAM 1/4" x 2 3/4" TAPCONS AT PLAN VIEW @ TOP OF POST cl 12 PT POST PER PLAN d ABU POST BASE PER SIMPSON H3 CLIP C='. PLAN c 5/8" THREADED ROD w/ SHEATHING PER PLAN NUT SET IN ADHESIVE Q WALL OR TRUSS, SEE 10d NAILS FOR SEE FOUNDATION PLAN FOR ADDITIONAL 2— 3 ' INFO SIDE VIEW @ BASE OF POST DO CORNER COLUMN FRAMING SDS SCREWS @ 16" 3/4"=1'-011 2x6 SYP #2 LEDGER. TO 1/2"=11.011 LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �- 2x8 #2 SPF VERTICAL STUDS w/ (2) 1/4" X 4'/" LINTEL PER PLAN . FASTEN PER PLAN SIMPS. SDS SCREWS @ 16" O.C. MAX.; ` F- TO GABLE END STUDS N EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. 2x8 w/ (2) 10d NAILS @ LL_ MAX.; POCKET SGD 16d COMMON NAILS TO MASONRY w/ 2x6 PT EA. STUD OR TRUSS BUILDER MEMBER, TYP. (MAX. SYP #2 LEDGER w/ (2) 24" O.C.). IF MASONRY, z USE (2) 1/4" TAPCONS 1/4" x 2 3/4" TAPCONS AT w/ MIN. 2" EMBED. @ cl 12 12" O.G. d SEE PLAN SIMPSON H3 CLIP C='. LL c SHEATHING PER PLAN 2x4 SYP #2 LEDGER.(4) —7 C WALL OR TRUSS, SEE 10d NAILS FOR TO STUDS OR BEAM w/ CONY. FRAMED (2) 1/4" X 4%" SIMPS. 4 MEMBERS ONLY SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. L SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR (1) SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL 1/2"=11.011 LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �- 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN . FASTEN PER PLAN SHEATHING PER NAILING SCHEDULE & ` F- (4) 12d NAILS EACH •, TRUSS MEMBER cr 2x8 w/ (2) 10d NAILS @ LL_ EACH VERTICAL POCKET SGD 16d COMMON NAILS ATTACHMENT BY EA. STUD OR TRUSS BUILDER MEMBER, TYP. (MAX. SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" Q H z w O w ry 10dx3" 0 N z O w LO w 0 O 10d x 3" OPP. SIDE z O m kNCE PER 0 O LL w 2 1- LL O cn 1-1/2"=11-011 I 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 1-0 C h LLJ ROOF SHEATHING, FASTEN PER PLAN Q F- 2 cr LL_ 2x4 #2 SYP CONT. w/ (2) a 16d COMMON NAILS 2 EA. STUD OR TRUSS c MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, z USE (2) 1/4" TAPCONS Q w/ MIN. 2" EMBED. @ cl 24" O.C. LL d TRUSS PER PLAN C='. LL c 2 WOOD/MASONRY C WALL OR TRUSS, SEE U PLAN (TRUSS SHOWN) 4 1-1/2"=11-011 I 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 1-0 C h LLJ F- Q 0 Z O F— (1) W D W EL' uj M oo ® ® 0®0®000000®®o®o�jl��'�® J Z �t rn . ®®CO®VZ J Q ®w j CD Q 0 w O z 7` ®® `C (> V O /� H w of O �p co C? �3j U o OU o c O 0 O O� D 4� Q V, w U r - W � �* 0)gv 011 w d uj E Ill o Q o ; Z O ~d(o� i- c) Nomw ?^� J U�zm $ .....I _ Q 0 0 a. Z z ¢WLu Zz E w o O O.¢a 4W N J 4714 d w Lu Z LL ZO i Q F- I f - VVY LU i i o i i uj z� Z F- 3: 0 0 a 1 000 0 to i J Z �v OWOC _L.. .... Q H H > Li. STRUCTURAL ENG: CFG ( DRAFTING: -STRUCT: JW QC CHECK: _..,�_...._......... —. MRB _........... JOB No. TM - 2170288 SCALE: AS INDICATED DATE: 02/24/2017 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES OL BEARING SEE PLAN 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 & SPACINGLOCATION & 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) 1 Od 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) 1 O SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�'<� x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SyFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 O -- REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP ( BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS 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 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR\ HEADER SIZE & REQ'D SYSTEM INSTALL EXTERIOR SHEATHING I KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL U.N O. \ FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN UNDER COLUMN PLAN U.N.O. FRAMING PLAN FOR ABOVE PROVIDE SOLID CONNECTION INFO.. - A HEADER IS UPSET TO BOT. RIBBON, NAIL 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN O BAND JOIST& BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL �- IF HEADER IS UPSET LL FLOOR GIRDER OR Lu OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO PLATE w/ (2) 10d I(1O2x SILL r MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 1 Od TOENAILS. EXT. LOWER: NOTE: ALL FLOOR FLOOR TRUSS PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 Od TRUSSES TO BE P.T. IF TOENAILS. EXT. STUDS @ 16 O.C. LESS THAN 4FT:(1) 2x u7 No MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS Zz `�-- DBL. TOP PLATE BARRIER (FELT PAPER LESS THAN 4FT:(1) 2x SEE ARCHITECTURAL � � 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING PLAN FOR OVERHANG HDR. PER PLAN OR SIM) IS PROVIDED SILL PLATE w/ (2) 10d OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) INFO WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS, OPENING 2x STUDS, SEE --- REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) w/ 2x CRIPPLE STUDS FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. 2x SILL PLATE w/ A35 ATEA. END NAILED TO WINDOW AS SPACING AND GRADE INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2) 1Od TOENAILS CLIPS EACH SIDE w/ 2x ( ( STUD PACK w/ 1 Od SCHEDULED AND SEE ARCH PLAN BEARING WALL PER A A FLOOR W/ 14 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16'" O.C. m TO VERIFY SIZE ( ) ( NAILS @ 8" O.C. THEN _ G PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D ,� w/ (2) 1pd TOENAILS EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.G. T&B (PLYWOOD (7) 1 Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 1 O SHEATHING REQ'D INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END T&B PLAN MID -HEIGHT BLOCKING SYSTEM INFO. FLOOR TRUSSES ARE OF SILL MAX O A. EN ) PER BEARING WALL UNDER WINDOW MID -SPAN BLOCKING 2x BOTTOM PLATE w/ I SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 U.N.O. (2) 12d AT 12" O.C. r— 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR LL INSULATION PER PLAN 3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d ' ATTACHED PER FLOOR w/ (14) 10d OPENINGS GREATER COL; SEE BRG WALL/ ' CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS c SEE DETAILS WS10, NAILING SCHEDULE NAILS ' ' 1/4" TITENS INSTEAD. WS11 OR W513 FOR � 2 -STORY WALL {2) SIMPSON LSTA18 THAN 6' FLOOR TRUSSES SEE SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN ADDITIONAL I INFO. (2) SIMPSON META16 FLOOR W/ (14) 10d LINTEL COURSE OR 2 OP &BOT. SIMPSON LSTA30 w/ a PLAN FOR DEPTH AND I FLOOR TRUSS TO INTO FILLED CELL USE INFORMATION THIS --••,- NAILS (11) 10d TO STUDS DIRECTION REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS RIBBONS, CONT, • ABOVE PLATE U N O SHEET SOLID SHEATHING @ ill" •� •:. I I= I I— HEADER FU<<� SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE ti�FT SP6 @ 2x6 STUDS F - SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE NO MOISTURE U.N.O. ON PLAN HEADER-SEE2ND FLOOR PLAN FOR MIN. BARRIER (FELT PAPER HEADER SIZE & REQ'D JAMB STUDS BAND JOIST& BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL �- IF HEADER IS UPSET LL FLOOR GIRDER OR Lu OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO PLATE w/ (2) 10d I(1O2x SILL r MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 1 Od TOENAILS. EXT. LOWER: NOTE: ALL FLOOR FLOOR TRUSS PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 Od TRUSSES TO BE P.T. IF TOENAILS. EXT. STUDS @ 16 O.C. LESS THAN 4FT:(1) 2x u7 No MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS Zz `�-- DBL. TOP PLATE BARRIER (FELT PAPER LESS THAN 4FT:(1) 2x SEE ARCHITECTURAL � � 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING PLAN FOR OVERHANG HDR. PER PLAN OR SIM) IS PROVIDED SILL PLATE w/ (2) 10d OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) INFO WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS, OPENING 2x STUDS, SEE --- REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) w/ 2x CRIPPLE STUDS FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. 2x SILL PLATE w/ A35 ATEA. END NAILED TO WINDOW AS SPACING AND GRADE INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2) 1Od TOENAILS CLIPS EACH SIDE w/ 2x ( ( STUD PACK w/ 1 Od SCHEDULED AND SEE ARCH PLAN BEARING WALL PER A A FLOOR W/ 14 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16'" O.C. m TO VERIFY SIZE ( ) ( NAILS @ 8" O.C. THEN _ G PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D ,� w/ (2) 1pd TOENAILS EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.G. T&B (PLYWOOD (7) 1 Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 1 O SHEATHING REQ'D INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END T&B PLAN MID -HEIGHT BLOCKING SYSTEM INFO. FLOOR TRUSSES ARE OF SILL MAX O A. EN ) PER BEARING WALL UNDER WINDOW MID -SPAN BLOCKING 2x BOTTOM PLATE w/ I SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 U.N.O. (2) 12d AT 12" O.C. r— 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR LL INSULATION PER PLAN 3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d ' ATTACHED PER FLOOR w/ (14) 10d OPENINGS GREATER COL; SEE BRG WALL/ ' CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS c SEE DETAILS WS10, NAILING SCHEDULE NAILS ' ' 1/4" TITENS INSTEAD. WS11 OR W513 FOR � 2 -STORY WALL {2) SIMPSON LSTA18 THAN 6' FLOOR TRUSSES SEE SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN ADDITIONAL I INFO. (2) SIMPSON META16 FLOOR W/ (14) 10d LINTEL COURSE OR 2 OP &BOT. SIMPSON LSTA30 w/ a PLAN FOR DEPTH AND I FLOOR TRUSS TO INTO FILLED CELL USE INFORMATION THIS --••,- NAILS (11) 10d TO STUDS DIRECTION REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS RIBBONS, CONT, • ABOVE PLATE U N O SHEET ill" •� •:. I I= I I— NOTE: ALL FLOOR TRUSSES TO BE P.T. IF ATTACH F - BARRIER (FELT PAPER OR SIM IS PROVIDED NO MOISTURE BARRIER (FELT PAPER SCHEDULE; PROVIDE OR SIM) IS PROVIDED (4) 2x STUDS BEARING SEE PLAN LINTEL AS PER PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR LINTEL AS PER PLAN ..d :a WD. HD. HT. SEE PLAN O STANDARD CORNER A -A PRECAST CONC. OR CONNECTION POWERS STEEL SILL TYP. @ ALL WINDOWS CMU WALL BELOW PER DETAIL INCDICATED EXT FINISH PER PLAN :71 VERT REINF. BEYOND----------- - 1.a MASONRY WALL PER 16d SINKERS. IF FLOOR ,j PLAN ON FLOOR FRAMING. INDICATED BASE STRAP BELOW JAMBS FLOOR SYSTEM DRAFT FIN. FLR. SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ . �f GRADE FOUNDATION PLANNOTE: ALL F (3) 2x STUD PACK LOOR LL '". • `:' s" :•.:. , , .q, ... • .* ,. ,;.f... FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF a INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE _ �— SEE FRAMING PLAN BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU 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 MASONRY OR FRAME NO MOISTURE NO MOISTURE SHEATHING &CMU NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TV0lfr*AI TXAin (ZTnDV eGr*TInKI A/� TXA/0 gTr)PY PARAI 11=1 FI nOP rOKIKIPrTION TWOSTORY PERP- FLOOR CONNECTION CANTILEVERED FLOOR TRUSS CONNECTION S1 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. rim END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 13/4"=V-011 3/4"=1'-0" \ / 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 gSEE ARCH DWGS FOR TOPPING INFO CL CL 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. a h. LOADING) W/ LUS26 OR f. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR # PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO •I, CONCRETE SLAB LINTEL PER PLAN PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" FOR FLOOR c CONNECTION LL C z c FLOOR GRIDER OR U BEAM C a CL LL a HEADER CONNECTION @ 2nd FLOOR HIGH BM �. 3/4"=1'-0" F- 1- u C u u u F ill" •� •:. I I= I I— MASONRY ATTACHED PER NAILING ATTACH F - BARRIER (FELT PAPER OR SIM IS PROVIDED 'Q SCHEDULE; PROVIDE O 16d NAILS @ 6SO.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR O STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP BELOW JAMBS FLOOR SYSTEM DRAFT MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ PLAN U SINKERS AND (14) %"X2 %" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL. SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT W STOPPING MATERIALS MATNESS TYPICAL TWO STORY COL. GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT Ll fiso HEADER CONNECTION @ 2nd FLOOR MINTHISHALLfi�s0 W BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0"3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR 3/4" FLOOR SHEATHING SHEATHING PER FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT ATTACHED PER DETAIL WF10/SD4 ATTACHED PER AT DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ®®®®©® ® r� w c- Z ®� Qp 16" O.C. TOP AND ® �. 0: e•'"1 W NAILING SCHEDULE SHEATHING PER PLAN BOTTOM CHORDS NAILING SCHEDULE 2x STUDS , SEE NAILING SCHEDULE 2x STUDS, SEE UNDER WINDOWS AND 2x STUDS SEE �I ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR 6 FRAMING PLAN FOR GIRDERS: BLOCK , FRAMING PLAN FOR zLP SCHEDULE, CONTINUOUS FROM @ 48" O.C. W/ (2) 12d z���y� SPACING AND GRADE O M Q SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE 0 w J nom J TOP OF TOP PLATE TO TOENAILS EACH END W AND SEE ARCH PLAN SYS. 42 FLOOR O c��o� I— 0 NFw-Zf^ c AND SEE ARCH PLAN RIBBONS w/ SIMPSON J Q 0 0 m AND SEE ARCH PLAN GIRDER TRUSS PER Z < BOTTOM PLATE.TO LL O LL 0 Z: O � CL O TO VERIFY SIZE TRUSSES @ 24" O.C. �"" U. Z 0 TO VERIFY SIZE A35 EA. END VERIFY SIZE PLAN F- Lu 2x4 #2 SYP ANGLE 2x BOTTOM W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ o BEARING WALL PER AGAINST TRUSS ,PLATE (2) 12d @ 12 O.C. (2) 12d @ 12 O.G. SHEATHING/ DRYWALL (2) 12d @ 12 O.G. W < -i PLAN VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d � N mi � • W/ (3) 12d NAILS EACH V Z OQ� PRE -ENG FLOOR — 2x SYP #2 RIBBON (MIN TOENAILS EA, END 2x SYP #2 RIBBON (MIN i DOUBLE BOTTOM DRAFTING: END -STRUCT: JW MRB_.._.__._._._---- OC CHECK--- TRUSS OR FIELD -- No. TM - 2170288 SCALE AS INDICATED DATE: 02/24/2017 2x4) TO TRUSS w/ (4) SD5 2x4PLATE w/ ) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d)NAILS; OTTOMTRUSS (2) H5 EA. FLOOR WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON LI T BOTTOM PLATE, SLI CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @FOR HANGER ACCOMMODATE PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP (2) 5/8" TYPE "X" WHEN 1'-4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR MASONRY WALL PER ' C. 3" O.C. WALL MASONRY WALL PER • • r` BOTTOM RIBBON SIMPSON META16 AT CANTILEVER BLOCKING w/ (4) 16d PLAN ;. I" SHEATHING TO PLAN (' MASONRY OR MT512 OR (3) 16d TOENAILS BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU 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 MASONRY OR FRAME NO MOISTURE NO MOISTURE SHEATHING &CMU NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TV0lfr*AI TXAin (ZTnDV eGr*TInKI A/� TXA/0 gTr)PY PARAI 11=1 FI nOP rOKIKIPrTION TWOSTORY PERP- FLOOR CONNECTION CANTILEVERED FLOOR TRUSS CONNECTION S1 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. rim END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 13/4"=V-011 3/4"=1'-0" \ / 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 gSEE ARCH DWGS FOR TOPPING INFO CL CL 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. a h. LOADING) W/ LUS26 OR f. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR # PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO •I, CONCRETE SLAB LINTEL PER PLAN PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" FOR FLOOR c CONNECTION LL C z c FLOOR GRIDER OR U BEAM C a CL LL a HEADER CONNECTION @ 2nd FLOOR HIGH BM �. 3/4"=1'-0" F- 1- u C u u u F F - 'Q O U W Ll W uj M �7 �A 00 ®®®®©® ® r� w c- Z ®� Qp ® �. 0: e•'"1 W O �I a U s �t�y3J o 6 o zLP z���y� O M Q V J J 0 w J nom J W O w M ~ $ Z�LL� W o m Z V O c��o� I— 0 NFw-Zf^ c J Q 0 0 m (1,L) (1) 0 P w w O Z < LL O LL 0 Z: O � CL O N U V N Q V„ 1 �"" U. Z 0 I- (n 0 F- Lu W o W Z T Z = h - W < -i Oop � N mi � • V Z OQ� — �w QO= 0 i STRUCTURAL ENG: CFG DRAFTING: -STRUCT: JW MRB_.._.__._._._---- OC CHECK--- JOB -- No. TM - 2170288 SCALE AS INDICATED DATE: 02/24/2017 SD5 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" MORE INFO. IV SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) TO BOTTOM PLATE PLATE W/ 1/2" EPDXY OR MTS12 MAY BE (2) 12d NAILS 12" OR MTS12 MAY BE ANCHOR BOLT OR FOUNDATION DETAILS TO BOTTOM OF SILL USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF PLATE ATTACH PER ' EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL OVERLAP BOTTOM PLATE 1 1/4" (MIN.) ENDCONNECT 4 -- IF SHEATHING IS NOT ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d ISIMPSON H2.5 EA. I SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 BOTTOM ARE REQ'D INFO. IF WALL TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER PRE-ENGINEERED • C.M.U. WALL PER PLAN 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 1 1 I2x6 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN #2 SYP CONT. WITH ROOF LOAD GIRDER BELOW 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND SIMPSON LUS26. USE SEE LD02/SD4 FOR MORE INFO IF 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL USS, VERIFY W/ ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SILL NRUSSSHOP FROM EA. END - USE (3) NAILING SCHEDULE BLOCKING w/ SIMPSON PLATE w/ 1/2" EPDXY SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ (2) 2x4 #2 SYP HUC24-2 EACH END, ANCHOR BOLT OR MIN. (4) 16d NAILS TO BLOCKING w/ SIMPSON USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" SCALE: AS INDICATED OPT. TRUSS RECESS HUC24-2 EACH END, NAILS. UNDER EMBED. @ 32 O.C. & 3 11 PLAN USE (4) 10d & (2) 10d seeP�A" SEE Puy" WINDOW JAMBS ONLY -t FROM EA.END PLAN FOR MORE INFO NAILS. UNDER ; WINDOW JAMBS USE TO EACH ADJACENT (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR STUDS ABOVE ARE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH DIAGONAL, FASTEN O TRUSS DIRECTION TRUSS PLAN FOR PLAN CONNECTIONS (IF & MORE INFO a CONNECTIONS TRUSS IS CONT. BRG FLOOR GIRDER SEE TO ALIGN W/ STUDS TO DIAGONAL W/ (2) U MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER DIRECTION AND OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN CONNECTION DETAIL PLAN ON WOOD USE HGA PLAN BELOW I CLIPS @ 24" O.C.) MASONRY WALL PER S1 SECTION @RAISED HEEL TRUSS fiS, SECTION @ COMBO TRUSS F0 WALL SPLICE DETAILS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=V-0" 1/2"=1'-0" """'^"-^ ^" OTHERS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILT PLATE ATTACH PER PLAN � � NAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILIf RUSS SCHEDULE I I PRE-ENGINEERED TRUSS PER PLAN I . 2x6 #2 SYP CONT. I LEDGER W/ (2) %a''x3-1/2" SDS WOOD SCREWS @ I 16" O.C. MAX. & 3" FROM EA. END - USE LCESS (3) SCREWS FOR 24" SIMPSON LUS26. Ulc LEDGER INTO O.C. LUS26-2 FOR 2PLY TRUSS. VERIFY W/ I TRUSS RUSS SHOP R PLAN (DRAWINGS 2x8 SYP #2 LEDGER I� MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) 603 LEDGER @ OPEN TO BELOW LEDGER AT GIRDER EXT. SHEATHING 2x4 NAILER W/ (2) EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" --� ATTACH PER NAILING 10d NAILS @ 16" O:C, ARCHS O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. 2x4 STUDS@ 16" O.C. 2x4 BLOCKING BETWEEN STUDS W/ 1/2" GYP. BOARD SHEATHING PER (2) 12d TOE NAILS DETAIL WF10/D4 EACH END SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ATTACH SHEATHING EXTERIOR SHEATHING ALL THREAD ROD TO BOTTOM PLATE PLATE W/ 1/2" EPDXY FROM TOP OF WALL W/ (1) ROW 8d NAILS ANCHOR BOLT OR FOUNDATION DETAILS TO BOTTOM OF SILL J -BOLT W/ MIN. 7" FOR CONNECTION @ PLATE ATTACH PER BASE I O.C. & 3" FROM EACH NAILING SCHEDULE OVERLAP BOTTOM PLATE 1 1/4" (MIN.) ENDCONNECT 4 -- IF SHEATHING IS NOT TO DOUBLE ROOF SHEATHING CONTINUOUS TO BASE ISIMPSON H2.5 EA. I ATTACH PER NAILING SCHEDULE NAILS @ 6" O.C. TRUSS BOTTOM ARE REQ'D INFO. IF WALL CONT. #5 IN TIE BEAM I I PRE-ENGINEERED • C.M.U. WALL PER PLAN I EXT, FINISH PER TRUSS PER PLAN 1 1 I2x6 2x BEARING WALL #2 SYP CONT. WITH ROOF LOAD GIRDER BELOW "°'SDS IRECESS LEDGER W/ (2) Ya''x3-1/2" I SIMPSON LUS26. USE SEE LD02/SD4 FOR MORE INFO IF LEDGER INTO WOOD SCREWS @ LUS26-2 FOR 2PLY USS, VERIFY W/ 16 O.C. MAX. & 3 TRUSS NRUSSSHOP FROM EA. END - USE (3) 2x BASE PLATE W/ 12d DRAFTING: DRAWINGS � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ JW _ 2x4 CONT. W/ (2) 12d MIN. (4) 16d NAILS TO NAILING SCHEDULE NAILS TO EACH STUD EA. TRUSS, 24" O.C. SCALE: AS INDICATED OPT. TRUSS RECESS LEDGER MAX.. �) 16 NIS) PLAN USE ` D04 LEDGER @ LOW ROOF PLAN FOR MORE INFO 2x STUDS SEE PLAN ; EXT. SHEATHING 2x4 NAILER W/ (2) EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" --� ATTACH PER NAILING 10d NAILS @ 16" O:C, ARCHS O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. 2x4 STUDS@ 16" O.C. 2x4 BLOCKING BETWEEN STUDS W/ 1/2" GYP. BOARD SHEATHING PER (2) 12d TOE NAILS DETAIL WF10/D4 EACH END SIMPSON H10A @ 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. Wl (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP P.T. SILL PLATE W/ z" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN, 7" EMBEDMENT & 6" FROM EACH END — PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) — ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ATTACH SHEATHING 2x8 #2 SYP P.T. SILL ALL THREAD ROD TO BOTTOM PLATE PLATE W/ 1/2" EPDXY @ 48" O.C.; SEE W/ (1) ROW 8d NAILS ANCHOR BOLT OR FOUNDATION DETAILS @ 3" O.C. J -BOLT W/ MIN. 7" FOR CONNECTION @ EMBEDMENT @ 32" BASE SHEATHING TO O.C. & 3" FROM EACH 2x4 BOTTOM PLATE, OVERLAP BOTTOM PLATE 1 1/4" (MIN.) ENDCONNECT 4 -- IF SHEATHING IS NOT TO DOUBLE GIRDER SEE PLAN FOR CONTINUOUS TO BASE TOP PLATE W/ 16d lx PT NAILER AS REQ'D a e PLATE, SP8 TOP AND NAILS @ 6" O.C. I I BOTTOM ARE REQ'D INFO. IF WALL CONT. #5 IN TIE BEAM WINDOW SEE PLAN SHEATHING ISN'T CONT. • C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE EXT, FINISH PER LSTA18 STRAPS ARE 1 1 ARCHS 2x BEARING WALL TOENAILS EACH SIDE WITH ROOF LOAD GIRDER BELOW fiF�lSECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. Wl (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP P.T. SILL PLATE W/ z" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN, 7" EMBEDMENT & 6" FROM EACH END — PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) — ROOF SHEATHING ATTACHED PER NAILING SCHEDULE TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE I! — O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) — 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 111=1'-0" (2) 2x SPF TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END. Q BLOCK ADJACENT Z BAYS @ EACH w DIAGONAL AS SHOWN. 0 FASTEN ROOF w SHEATHING TO (2) 2x TOP PLATE PER ELEV. (2) 2x HEADER (2) 2x HEADER SEE .._..._. 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS FROM TOP OF WALL TO BLOCKS W/ 8d NAILS @ 0 0 BOTTOM OF TRUSS/ o 000 GIRDER SEE PLAN FOR to z WINDOW ATTACHMENT 6" O.C. N I I N m OC • INFO. IF WALL 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. LL FOR LOCATION �w LSTA18 STRAPS ARE 1 1 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS STOPPED BELOW O SEE LD02/SD4 FOR MORE INFO IF ROOF LINE TRUSSES ARE 1 1 F- PARALLEL TO WALL (5) 16d NAILS BRACE I= 2x BASE PLATE W/ 12d DRAFTING: ROOF SHEATHING @ 24" O.C. TO FLOOR JW ATTACHED PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILING SCHEDULE NAILS TO EACH STUD 2 SCALE: AS INDICATED 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING ` n PLAN FOR MORE INFO 2x STUDS SEE PLAN ; TO EACH ADJACENT STUDS ABOVE ARE SEE PLAN FOR \ DIAGONAL, FASTEN O TRUSS DIRECTION \ & MORE INFO •a : FLOOR TRUSS; SEE FLOOR GIRDER SEE TO ALIGN W/ STUDS TO DIAGONAL W/ (2) U FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL 16d NAILS Z O SEE TRUSS LAYOUT BELOW I FOR TRUSS LOCATION MASONRY WALL PER 1 & CONNECTION INFO PLAN TRUSSES PER PLAN j TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE I! — O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) — 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 111=1'-0" (2) 2x SPF TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END. Q BLOCK ADJACENT Z BAYS @ EACH w DIAGONAL AS SHOWN. 0 FASTEN ROOF w SHEATHING TO W Q (2) 2x HEADER _ .._..._. ._..... .._ _ _ z Fes- Q J SEE FLOOR PLAN BLOCKS W/ 8d NAILS @ 0 0 o 000 Lu to z FOR MORE INFO 6" O.C. N I I N m OC • 1 Z LL 1 �w z 1 1 1 0 O 1 1 1 F- 1 (5) 16d NAILS BRACE I= Z DRAFTING: F- zSTRUCT: w'_..______T____� JW QC CHECK: MRB TO BLOCKING w p _ 2 SCALE: AS INDICATED Ir - DATE: 02/24/2017 s �' '--- PROVIDE 2x4 BRACE W n 2x STUDS SEE PLAN ; TO EACH ADJACENT STUDS ABOVE ARE DIAGONAL, FASTEN O V I I TO ALIGN W/ STUDS TO DIAGONAL W/ (2) U U) 16d NAILS Z O 0 BELOW I 1 TRUSSES PER PLAN j I 1 1 m I 1 1 WALL BRACING @ 48" 1 B 1 1 O.C. MAX. 45° FROM 0 ..--.-_--- 1 HORIZONTAL (+/- 10°) w 1 1 1 BRACE NOT REQUIRED LU W 6' FROM EAVES. 1 I I 2x SPF BASE z O cn ®®®bARRRRR�y9®® LLIu M 00 eel _j ® .W LU �1 PLATES U.N.O. W (2) 2x HEADER O a 0 z Fes- Q J SEE FLOOR PLAN O 0 0 o 000 Lu to z FOR MORE INFO I I N m OC • 1 Z LL 1 �w b O0 1 1 1 0 L) 1 1 1 F- 1 STRUCTURAL ENG: CFG Q DRAFTING: F- zSTRUCT: w'_..______T____� JW QC CHECK: MRB JOB No. TM -2170288 w�. 2 SCALE: AS INDICATED Ir - DATE: 02/24/2017 2x STUDS SEE PLAN ; STUDS ABOVE ARE I I TO ALIGN W/ STUDS 1 BELOW I 1 I 1 1 I I 1 1 1 B 1 1 1 1 1 1 1 1 I I 2x SPF BASE PLATE 1 I 1 PRE-ENGINEERED 1 E D FLOOR SYSTEM I 1 KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. I I 1 I 1 1 1 1 I (2) 2x HEADER 1 1 SEE FLOOR PLAN 1 1 1 I FOR MORE INFO 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE TO 4@B) ALIGN W/ STUDS BELOW I I 1 i 1 I 1 1 1 1 2x P.T. BASE PLATE f SEE BEARING SCHED. I FOR A.B. INFO 1 1 q 1 1 ®a ��Z LL ca W w J 4. V O 0 U H w Q ©1� a cr t� as " �L N U �3J o W • 0 _ U o O 'J LL Z c O � Z u�.�� �q�5�0U O Z (n 0 �� Q 0 OC Lt Lu F- C) 0 x F— U) 0♦^ Z U)j 0 LL U) c) z ❑ J o O L�w Z W M� E F- F- u- 0 8 wz^C Lu cnzlo8 2 0 Q 00u'd%3 Z Z¢ CO z O E OW 0c�ii¢° w p a Q w < 1 SEE FOUND. PLAN FOR FTG. REQ. I I I aZC J U N q 1/2" THREADED ROD SEE BEARING C AT OPENING LARGER THAN 4'-2" ATTACH TOP O ` SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER Q L li MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d z W NAILS INTO HEADER IF PORTIONS OF THIS WALL 0 -r .� OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. fn KINGS # OF STUDS TO MATCH �../ FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER a BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM z OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY O UNDER 2ND STORY COLUMNS, PROVIDE 0 SOLID BLOCKING WITHIN FLOOR SYSTEM —� '1 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. w Q �� F- W W vw O a 0 z Fes- Q J O 0 0 o 000 Lu to z N m OC • Z LL �w b O0 �..�.. _ 0 L) F- STRUCTURAL ENG: CFG Q DRAFTING: F- zSTRUCT: w'_..______T____� JW QC CHECK: MRB JOB No. TM -2170288 w�. 2 SCALE: AS INDICATED Ir - DATE: 02/24/2017 SD6 MIN. (3) 2x SYP STUDS REQ'D f OF LANDING V� 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 STRINGER I IIiI (2) ZX BEAM PtF< ---%— 2x JOIST (P.T. IF 2xJOIST (P.T. IF SCHEDULE REQ'D @ SCHEDULE REQ'D @ 2x JOISTS PER 4'-0" MAX OF LANDING ATTACHING TO END OF LANDING FOR MASONRY WALL) CONT WIDTH OF LAN NG ON EACH SIDE AND III i MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW 6-01' O.C. MAX. FOR A -A PLAN VIEWS 90 DEGREE TURN LANDING MASONRY WALL) A -A PLAN SEE SCHEDULE FOR MAX WIDTH OF LANDING MASONRY WALL) MIN. (3) 2x SYP #2 x 3 1/2" TITENS @ 16" SEE SCHEDULE FOR MAX WIDTH OF LANDING STUDS REQ'D @ END 6'-0" LANDING FOR 6" MIN. re) OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL PACK I PER GENERAL FLOOR STANDARD (3) 2X12 SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE TOENAILS EACH END IF ATTACHING' MASONRY WAL SEE PLAN FOR MASONRY WALL OR WOOD WALL 2x12 STRINGERS ONE —/ ON EACH SIDE AND ONE @ MID -SPAN A A34 @ EA. STRINGER ----�_ TO LANDING "-- - 2x ATTACHED TO STRINGER I IIiI (2) ZX BEAM PtF< ---%— 2x JOIST (P.T. IF MAX WIDTH LAYOUT. HEADER SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO OF LANDING WALL COULD BE END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT 8'-0" ON EACH SIDE AND III i STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d HEADER AND (1) 2x12 (1) 2x8 CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. INFORMATION. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2)1/4" 8'-0" 2x JOIST (P.T. IF BUILT UP COLUMNS x 3 1/2" TITENS @ 16" 6-01' MASONRY WALL) CONT BELOW O.C. MAX. FOR A35 CONNECTION A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) 8'-0" x 3 1/2" TITENS @ 16" SEE SCHEDULE FOR MAX WIDTH OF LANDING O.C. MAX. FOR 6'-0" LANDING FOR A35 @ EA. STRINGER WOOD OR MASONRY L -BRACE @ 6'-0" O.C. & WALL SEE PLAN FOR TO LANDING STRINGERS TO 91-0" 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM SEE ARCHS. FOR MAX. LET -IN FASTEN TO TO BEAR DIRECTLY ON 2x6 SLAB USING MIN. (4)4" BUILT UP COLUMN RISE OF STEPS AND X 3" EVENLY SPACED BELOW. 9'-0" TAPCONS @ MIN. END MIN. TREAD DEPTH 7'-0" DISTANCE OF 1-1/2" 3/4" O.S.B. W/ 8d NAILS 2x6 5'-0 " BASE PLATE @ 3" O.C. TOP AND ATTACHED PER PLAN 91-0" rSTO'1 GEN. STAIR AND LANDING FRAMING DETAILS 2x8 BOTTOM CHORD 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" I -JOIST PER FRAMING 6-01' (2) 2x12 2x8 V-0" (1) 2x12 (1) 2x8 2x6 PLAN W/ SQUASH 2x4 CONT, TOP PLATE 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 BLOCK OR BEAM/FLOOR TRUSS 6'-0" ATTACH TOP PLATE TO FACE OF TRUSS I_ / PER PLAN / STUDS W/ (2) 16d TOE 3Z" NAILS °0 w 2x12 STRINGERS ONE —/ ON EACH SIDE AND ONE @ MID -SPAN A A34 @ EA. STRINGER ----�_ TO LANDING "-- - 2x ATTACHED TO 3/4"=1'-0" PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35 ll CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING Q4 (3) 16d TOENAILS STRINGER I IIiI BEAM HEIGHT AND PLAN MAX WIDTH LAYOUT. HEADER (#2 SYP) 2x12 STRINGERS ONE III I IIIc OF LANDING WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 8'-0" ON EACH SIDE AND III i (2) 2x12 2x6 HEADER AND (1) 2x12 (1) 2x8 A ONE @ MID -SPAN III I INFORMATION. (3) 2x12 2x8 8'-0" 2x JOIST (P.T. IF I I I / (2) 2X BEAM PER 6-01' MASONRY WALL) CONT 2x6 LEDGER w/ (3) 16d A35 CONNECTION I I I I SCHEDULE @ END OF TO EACH STUD. ((2) 1/4" 8'-0" x 3 1/2" TITENS @ 16" (2) 2x12 O.C. MAX. FOR 6'-0" LANDING FOR 2x6 WOOD OR MASONRY L -BRACE @ 6'-0" O.C. & WALL SEE PLAN FOR (3) 2x12 STRINGERS TO 91-0" 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM SCHEDULE LET -IN FASTEN TO TO BEAR DIRECTLY ON 2x6 SLAB USING MIN. (4)4" BUILT UP COLUMN X 3" EVENLY SPACED BELOW. 9'-0" TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 7'-0" DISTANCE OF 1-1/2" COLUMN 2x6 5'-0 " BASE PLATE (3) 2x12 ATTACHED PER PLAN 91-0" rSTO'1 GEN. STAIR AND LANDING FRAMING DETAILS 2x8 3/4"=1'-0" PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35 ll CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING Q4 (3) 16d TOENAILS HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING PENDING LANDING BEAM HEIGHT AND PLAN MAX WIDTH LAYOUT. HEADER (#2 SYP) WITHIN SUPPORT OF LANDING WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 8'-0" FOR REQUIRED (2) 2x12 2x6 HEADER AND (1) 2x12 (1) 2x8 A SUPPORT INFORMATION. (3) 2x12 2x8 8'-0" 2x JOIST (P.T. IF (2) 2x12 ATTACHING TO 6-01' MASONRY WALL) CONT 2x6 LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. (3) 2x12 TO EACH STUD. ((2) 1/4" 8'-0" x 3 1/2" TITENS @ 16" (2) 2x12 O.C. MAX. FOR 6'-0" MASONRY WALL) 2x6 WOOD OR MASONRY L -BRACE @ 6'-0" O.C. & WALL SEE PLAN FOR (3) 2x12 MORE INFO 91-0" 2x JOIST PER 2x8 SCHEDULE HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 2x4 #2 SPF STUDS @ (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" TOENAILS @ BOTTOM) (3) 2x12 2x8 8'-0" 16d TOE NAIL EA. (2) 2x12 2x6 6-01' (1) 2x12 (1) (1) 2x8 2x6 4'-0" 2x L -BRACE W/ 12d (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" L -BRACE @ 6'-0" O.C. & (3) 2x12 2x12 91-0" (2) 2x12 2x8 7'-0" 91-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'4" (1) 2x12 (1) 2x8 2x6 5'-0 " 3 1/2" (3) 2x12 2x12 91-0" (2) 2x12 2x8 7' -Off 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6-01' (2) 2x12 2x8 V-0" (1) 2x12 (1) 2x8 2x6 5'-0" 2x4 CONT, TOP PLATE 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" PER FLOOR PLAN 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) 3%" SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOORFF ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAIL VERTICAL LOCATIONS). NOTCH SILL PLATE GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) KNEEWALL 2x4 CONT. TOP PLATE FOR VERTICAL TO STUDS W/ (2) 16d TOE NAILS NOTCH SILL AND 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE PLYWOOD FLOORING ATTACH W/ (2) 12d TOENAILS @ BOTTOM) zD 2x4 SILL PLATE W/ (2) / 16d TOE NAIL EA. CONT. BRACE & 10d TO ALLOW VERTICAL NAILS @ 4" O.C. TO FLOOR SHEATHING 2x L -BRACE W/ 12d 2x6 VERTICAL AND W/ 2 x3' SDS /a" SCREWS EQUALLY TO SLIDE DOWN TO SPACED & CENTERED IN TRUSS NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING w ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %4" x 3" 3 1/2" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS SECTION X -X N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT, TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS I_ Z STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE 3Z" NAILS °0 w NAILS SEE ARCH PLAN 2x4 #2 SPF STUDS @ MAX. 4'-0" ABOVE FLOOR LL 24" O.C. W/ (2) 12d LLI TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X x o U U SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d ( Z_ NOTCH FLOOR FLOORING FOR STRAP TOENAILS BOTTOM ( 0 SHEATHING TO J_ ACCOMMODATE 2x \w 2x4 SILL PLATE W/ (2) �_ 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. --, W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING 0 (NOTCHED @ 2x6 SES O.G. TO ALLOW VERTICAL VERTICAL LOCATIONS). V R O TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF 50 STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) %4' x 3" I=- L -BRACE @ 6-0" O.C. & FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING .FLOOR BEAM SEE EQUALLY PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE W N' 00 Lu z FACE OF TRUSS J 0 L V ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES ®® v, ul `C O SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"-1'-0" N.T.S. ..a d r l O O 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) zD 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 x3' SDS /a" SCREWS EQUALLY SPACED & CENTERED IN TRUSS LLl �a zD w D w 0 N_ z O I_ Z °0 w LL LLI o U U Z_ U) W 0 0 J_ m 0 O LL LU w I=- LL 1��os�lY�Oy��®® 0) ct) W N' 00 Lu z J 0 L V ®® v, ul `C O ®®®PF; ®®®. Hilt%% m " w ..a d r l O O Q •p7��j /� O ,. f 1 N 3� O U Lu Q O Z U MM• W o o O p� Z i k,' U o �/ ,�� �'A���� z O O ❑ amui ryH U D F U) D z 4 Ur U- O U) O r W moa OJ rn r W W� M Q 06 ,� E Z � Z Q V z U po O ©`O�o'� !2, W Lu 5 Q 00aco z v 8 = o = H Q Z QZ �NI-Z d z0E 0U 'S Lu 0 a. w 04 z W N U Z O Z 1 v� Q W Z Lu ❑_ w U) �.r... .r..........r. V) 0 z O O J Z O S Lu a U Zz "Ci F_ Z = F- c0O.�J 1 o 000 z 04 Lu DWZ o U J Lu 0 I— 1— 0ao U a- 0 t- STRUCTURALENG: CFG Q DRAFTING: H z W.._._.. STRUCT: JW a5QC --- CHECK: MRB JOB No. - - TM - 2170288u..._ SCALE: AS INDICATED ~ YDATE: 02/24/2017