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HomeMy WebLinkAbout529 Red Rose Ln 18-930 (a)ji 1 LOT 314 - THORNBROOKE 40I s ANASTASIA GARAGE LEFT ELEVATION " INCLUDED -TRADITIONAL" TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2xb 6UB-FA554 SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 30" UPPER KITCHEN CABINET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, REDRAW NOTES 02-05-15 CREATED LOT SPECIFIC PLAN FOR LOT 314 IN THORNBROOKE 40'6, ELEVATION "INCLUDED TRADITIONAL", GARAGE LEFT W/ PLAN OPTION5 INCLUDING: PRE -WIRE FOR PENDANT AT KITCHEN, (2) PRE-WIRE5 FOR FLOOD LIGHT5, (5) PRE -WIRES FOR CEILING FAN, STAIR RAILING, POCKET 5LIDER AT FAMILY ROOM, 5TUDY, VENT HOOD MICROWAVE TO OUT5IDE, AND LAUNDRY TUB ROUGH -IN. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES. INDEX. SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3A1 -FRONT ELEVATION 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION FLi -FLASHING DETAILS FL1 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS C2 _ CTRI I("TI IRAI I1FTATI C RECORD COPY S4 - STRUCTURAL DETAILS S5 - STRUCTURAL DETAILS REVIEWED FOR CODE COMPLIANCE TD- TRIM DETAILS---PLAN6 EXAMINER S D — STAIR TRIM DETAILS �- DATE aA,PVFORD BU1LD1N 1V15D1 N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE C"OMPACTION TEST REQUIRED keuvitts to be Verified at lab inspection #930 GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWI5E NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V•B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012A OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE 'IX" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.CR. - 6TH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER M.C.R. - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF GORR051ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/21NCH 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 FIN15H OVER FRAME APPLICATION TO BE PER MB.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 526, PER FB.C.R 6TH EDITION (2011) R103.12.1 WEEP 5GREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED 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 ASTM C 92(p. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.C.R. 6TH EDITION (2011) R103.13 WATER RE518TIVE BARRIERS INSTALLED OVER WOOL) BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FB.C.R 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM C 926, 5TUCCO CONTROL J01NT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALL5 TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE56 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINI5H 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 CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5'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 EX�ERIOR WALL FINISH, APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN6TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1 3/811 THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : 1. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052.6.1. a 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE5 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 II, A5TM D 4869, TYPE II OR Q'+ TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 61(115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. 00 CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 6TH EDITION (2011) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR54/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE II; OR ASTM D IS10 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RA5 II8,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3411 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510411 AWAY OR CLOSER. TUB AND 5HOWER ARE45: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM CI288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT To TH15 PLAN SET AT THE TIME OF APPLICATION_ FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUGT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG 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 PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, EXHAUST PAN5 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 DI5CHARGE 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. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CPEPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS 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.12-31-2011 rr `%%1% 1 1ill// • 0 J .. • i I "• x 0l0 J ~O 0 � �0) 'A 1 Y/ 0 N L 6 jL V• 0 0 o-' CO 4Cm 0`' y� 0 4 N Z2d' • JOB NUMBER B1810568 • CAD FILE NAME LOT 314 TB ISSUED 02-05-18 REVISED r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TANAPA • DENTVM EST. 1994 i114o1 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704,4842 L COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J W Z■ O C1� C:) oC � J M O �A••I�111•�I� 2582 • TI TL.� • GENERAL NOTES REVISION LOG oil • SHEET • INDICATE5 I - 1115 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. 5HALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN, LAP WHERE 5PLICED AND WIRE TOGETHER I I I I I I L— A/C PAD (5EE MEC CONTRACTOR FOR LOC.) 41-411 A 1-011 11 A 1-p11 H,B.T I 4" P.V.C. 3/41' CONDENSATION DRAIN BY PLUMBER 2-5TORY FOOTING (TYP.) 20" H. x 20" W. CONC, MONO-FTG, W/ 3 - $5 CONT. REBARS PROVIDE 25" MIN, LAP WHERE 5PLICED AND WIRE TOGETHER, BOTT. OF FTG. SHALL BE 12" MIN. BELOW GRADE ■ 1=3 N ■ ■ 4'-411 PITCH 1/81'/ FT, I � - � D A— W N --A W m _ IWIDEN FOOTING 8" AT POCKET 5LIDER AND ADD (U S REBAR -8"6" FTG. W1 I - S 811 81I CONT. (TYP. AT LANAI) ■ t2 22P 1=4 G.C. VERIFY ACRYLIC ON LANAI 41-411 52'-411 /� 9'-011 4'-811 AI 11_QII 41-211 21-411 31_611 3'.611 3'-101, 4'-411 1' S" AIR HANDLER - LINES FROM w e ELEVATION UPPER FLOOR _ PITCH P 4 ( ) 0'-3 1/2" 8" C,M.U. 1/8" / FT. WALL ABV. ■ 8" C.M.U, WALL ABV. ■ 1n ■ — — — — -■ ■ - - - ■ ■ ■ ■ ■ FILE LAV. 11 / 1 oil I1 OPT. 11 OPT. 1 ` AV/ 2'0 `� WASHE I DRYER \ / PAVERS TILE M II 1 I II - -L - II 1 II II 1 all M SEAT SHOWE 3 I.8 -8 ABV. RECESS o� 2x6 WALL = ■ �„ 5' 4" 13' 8" 2 1 18 3 I (� I "� ♦ '��„ �, �sj CONT. F(TYP. AT ENTRY) 8" THICKENED EDGE �' I I 3/4'1 CONDEN5ATION \ n, � r I 1-5TORY FOR SHOWER RECE55 I 1 DRAIN BY PLUMBER 3/4 RECE55 ♦ �° FOOTING - W1 I No, 5 BAR CONT. I - 4 P V.G. FOR ENTRY DR. ` -1 I n; 9'-211 14'-411 > ■ «� ■ ■ ■ ■ 11 " FTG. `� I OF 2x6 WALL / -._- -- — 16 Wxl2 DEEP II W/ 2 'B CONY. I / 16" W.x16" DEEP FTG. 31-Q11 -- y1_211 — 5'-8" i 4'•011 4'-411 / G -_2x8 WALL W/ 2 - 05 CONT. G! lz-AIR HANDLERV/A1 3 2'-5" II B / � LINES FROM � n, SI UPPER FLOOR - 21'-6" 21.611 12'-3° 4'-11" 2'-1' ROUGH -IN NOTE: ;�j j� ALL SLAB ANGLES /11-1/111/ ARE AT 45° IUN.OJ 0 Sf w I 1u w I In ELEVATION AT 0'-0" (A55UMED) \ \\\ --L 1 PITCH 351 THICK, 2500 OR 3000 P,5.1. PROVIDE WATER _ CONCRETE 5LAB ON GRADE W/ `� LINE FOR ICE MAKER �� GJ. TO DRAIN i C.J. 64 WL4xWl.4 MESH OR FIBER -- -------�'----------i------_---`----------� _ ME5H OVER 6 MIL, VAPOR W" PEEP FTG. 3.6 i BARRIER ON CLEAN, WELL - - 05 1 i7 - W/ 2 "5 CONY. 5LA5 COMPACTED, TERMITE TREATED, \ / a u/\ 11 OF REF. I I I � GRANULAR FILL. �' 31.10 9-I 3 _gl1 20 -0 8 Ir f, I I -STORY FOOTING (TYR) 16" Wxl6" PEEP FTG, a W/ 2 S CONY. J i 20" H, x I6' W. CONC. MONO FTG. W/ 2 - 05 CONT, REBAR5 PROVIDE i 25" MIN, LAP WHERE 5PLICI=D AND 50 GAL. W.H. TOGETHER.WIRE $ ALL BE 12" MIN. BELOW GRADE l I\ i I I I H.B. 2 STORY I -STORY FOOTING FOOTING -11.011 y1-411 5'-411 4'-4" 4'-10" T VV VKJ/ 11 IIUU / t l All .151.011 1.611 I. 4'-411 I. 4'-V 4'-411 TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT 5UBTERRANEAN TERMITES 0 T PAVER DRIVE / LEAD WALK ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL15HED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 5LA5 ELEVATION A5 REQUIRED BY FEMA TO OMIT HYDR05TATIC VENT REQUIREMENT. PLEA5E REFER TO 51TE PLAN 5UBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLAN5 TO DETERMINE 5PECIFIC REQUIREMENT FOR EACH U5E OF TH15 PLAN. ALL GARAGE FLOOR ELEVATION5 WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY 5TRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND; IS IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE 1=1 12" DEEP 66"x36" CONC. FOOTING W/ (4) S BAR5 EACH * * * * * * WAY. D 12 DEEP x24"x24" CONC. FOOTING W/ (3) SBARS EACH WAY, 8 20" DEEP 60"60" CONC, FOOTING W/ (3) S BAR5 EACH • x w r0 o LoO 0 JJMNW N C« ti 0c co >>JM 66 Q IL . 00 LD a 0-0t, o' co L—LY roc) 0 0o Cro� z ct) 1�1111.1 Imo• JOB NUMBER B1810568 CAD FILE NAME LOT 314 TB ISSUED 02-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAF ° MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VW.DAVLSBEWS.COM TAMPA • DEIVVER- EST. 1994 F�— rm, 62. ,III , VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 A I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION(2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V) Now 0 c UO O c WAY. G12" DEEP x30"x30" CONC. FOOTING W/ (3) S BAR5 EACH ' WAY. 2582 THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NG A MINIMUM • 501L BEARING CAPACITY OF 2000-P5F (R401. 4.1 FBCR). • TI TLE • FOUNDATION PLAN IN INDICATE5 105 - ♦ INDICATES 2 S - FOUNDATION PLAN 5CALE: 1/4" I'-011 GARAGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 200 2111 3 111 5311 WINDOW CALL -OUTS 12 5H 1/2 32 5H 22 5H 32 5H w2611 S = 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Q z 6311 g 15 5H 1/2 35 5H 25 5H 35 5H 12'I 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW51 cn W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5, z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NCLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F,15G.R. - 6TH EDITION (2011), * * * * * TYP. ARCHWAY ASCALE: 1/4" : -011 VARIES (SEE PLAN) OPT. SHIM AS AIR SWITCH REQV, B G ORANGE PEEL (OR SKIP TROWEL) FOR 015P. WALL TEXTURE. INTERIOR (COLOR PER C55) FLAT LATEX I" CASING A B O KNOCK DOWN (OR SKIP TROWEL) 2x STUDS (PER CEILING TEXTURE - INTERIOR TM STD. BASE PLAN) WHITE FLAT LATEX CEILING PAINT CABINET 1/16" 0.5.8, UC INTERIOR TRIM PAINT TO BE BACKING SMOOTH FIN15H TM WHITE LATEX Ll 1/211 DRYWALL 6EMIGLO55 CEILING SECTION CALI. TOP(5TRAY SCALE: 1/2" : I'-011 SCALE: 1/2" : I41' 3'-011x3-01' A/C, 5-01'x3-0" A/C, IPAp (SEE MECIJ1. IPAp (SEE MED. ICONTRACTOR I ICONTRACTOR I IFOR LOC.) I )FOR LOC,) I L._.—_ I L—_.-._—J w a * * * * * * * * * STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. 5PECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2.2x121`2 SYR • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MA50NRY/GONG, WITH 114" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONC.). •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT GONG.). •• AT CONG, W11/4" D A 3FLOOR: TAPCON5 AT 1211 O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/415T/ OR BLOCKING BELOW, •• ATTACH STRINGER TO FOOT WITH (2) 0,131 x 31/2" TOENAILS EA, • LANDINGS SHALL BE BUILT AS FOLLOWS: •• J015T5 TO BE 2x6 42 SYP, MIN. AT 16" O.C, •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 12 SYP WITH 2.2x4 SUPPORT 5TUD5 AT EACH END, •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" R.S. END NAILS AT EACH LANDING J015T, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 26 WITH: 004 (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM 5PEC5. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. A BOTT, OF LINTEL AT 84" A.F.F. ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R3015 PER F.B.C.R - 6TH EDITION 12011). * * * * STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAIL$ 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 A50YE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE66 THAN 1-112 INCH BETWEEN THE WALL AND HANDRAIL5.. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA �c UNDER -STAIR PROTECTION �c ENCLOSED ACCE55113LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F,B.C.R. - 6TH EDITION (2011) MI AND R302.11 HANSEN BOX BELOW PRECAST LINTEL—.,,,,, AIR HANDLER HATCHING INDICATES DOUBLE K.O. BLOCK COURSE W/ (2) 05 IN EACH (NOT READ AT OPT. GAME W.) 42" H. RAILING FLOOR BEAM LINE OF 6'-8" MIN. tkHi� SYSTEM HEAD CLEARANCE FLOOR 5Y5TEM 1000" r- 2x STRINGERS 3611 H. (TYPJ RAILING - -►I I" NOSING u (TYPJ r 5TORAGE d UNDER m 2x TREADS AND STAIRS Ix RISERS (TYPJ N 11 TREADS AT 1000" EACH STAIR SECTION 5CALE: 1/4" : I'-011 42" H. RAILING 3/4" PLY1 DECKING DIRECT VENT DRYER THRU EXT. WALL a LIA FLAT HEADER AT 8'-0" A,F.F. T,O.M. 9'-411 A.F.F. M,41N F=L-OOR STRUCTURAL- LEGEND 8" KO, BLOCK FILLED W/lU "5 BAR OVER 8" ILII O - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) 05 BAR. IA - 8" K.O. BLOCK FILLED W/(1) 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 6" PRE-ENGINEERED CONCRETE LINTEL WIN) $5 BAR, GROUTED SOLID, • O 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WKI)15 BAR. O3 _ 6" LINTEL5 SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WKI) 05 BAR, 4 - PROVIDE (4) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. Q - PROVIDE (3) 24 STUDS W/ (I) SIMPSON HTT4 CONNECTORS AT BASE. - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/211065 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 5IMP50N L6TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS, • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 1`2 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON L5TA12 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID-5PAN OF LINTEL5 LONGER THAN 6411 FOR 1-DAY6 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb:2950 PSI MIN, • ALL WOOD LOAD BEARING HEADER5 TO BE (2) 2XI2 UNTO. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA PAVER DRIVE / LEAD WALK NOTE: C.J.: RECOMMENDED MASONRY CONTROL JOINT. FINDICA 515 S 2 05 LEGENDHATCHING LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN,) FRAME WALLS (WHERE APPLICABLE) R 13 CLG, INSULATION R 38 MASONRY WALLS R 4,1 KNEE WALL R 30 GARAGE; FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE LEFT x C r1 0 I V/ OLo M .� �N I J N L 6 • 00 0" C p = 07:N -� 4._ 000 .■ T ZN�d' • JOB NUMBER B1810568 • CAD FILE NAME LOT 314 TB ISSUED 02-05-18 REVISED DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813. 925. 1800 FAX VVWWnAVISBEWS.COM TAMPA • DE srv1M EST.1994 r116 �111111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIEDTO THE ENGINEER. SEALED FOR STRUCTURE ONLY w c neo 0 c) 5m cn V* ou 2582 • TI TLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS 1- im "I 36'4' �+. fij co•. J -f- : 1:z •w p: z • .a i •• o rr REFER TO 5WEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT K co w o ro o to 0 _j 0 1 (o 2fn� 0) r N D LLM 00 -I Co oo .c J.- CC) � oro^ ZN20 JOB NUMBER B1810568 CAD FILE NAME LOT J14 TB ISSUED 02-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.E)AVISBEWS.COM T,kN4PA • DENVER.. EST. 1994 H 1 f u 4 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 '41 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY n.. Z 0 c) C) rt 0 cem • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3b" 4811 Fes- WINDOW CALL -OUTS 2011 1818 F.G. 2015 F.G. 3 DIS F.G. 4018 F.G. W = 2411 11520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J � 0 36" 630 5H 2O30 5H 3030 5H 4030 5H z 48" 0 640 5H 2O40 5H 3040 5H 4040 5H Z boll 1850 5H 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER I— MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR FLANS FOR 5TYLE OF WINDOW USED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R, - 6TH EDITION (2011), �a CPT BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. 6-Ox6.8 BI-PA55 — — — — — — — — R/5 — — — 26x68 7 FLUSH FRAME 2x4 TO FURRING FRAME BELOW WALL '�' I• I /c� I>a REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS p 7 PROVIDE 2030 TEMP. 5H. PAN AND DRAIN HID. AT T-811 UNDER A.H.U, ix6 8 BATH I 2 w cLG. IFF17- L4 LAV. W.C. r—__l iS � iC L.._J 91-/All CLG. p0 42" H. RAILING oPEN ro BELOW `FLUSH FRAME TO BE FURRING BELOW -- 24" H. METAL STAND W.c. BATH 3 GLGII 2-8xb-a LOUVER DR. 91-011 CLG. r 4211 H. RAILING 36" H.J CONTINUOUS GRASPABLE RAILING 42" H. RAILING 11.011 D�F3050 SH. HD. AT 1'-8" * EGRESS LAY. BEDROOM 4 13'-6"x11'-O" 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 2 6x6 8 UNDER A.H.U. 5 Ox6 8 BI-PA55 NO.2- 2-46-8 _ — — R/5 24" H. METAL 1 b��'ROR 9'-011 STAND �09 01 a I A/C GLG. CLG. ( CHASE LOFT 11'-0"xl4'-4" 9'-0" FLAT CLG, 0 2 - 3050 5H. HD, AT T-8" 2x I. 2x4 FRAME FRAME WALL WALL I BEDROOM 3 12'-6"xl l'-O" 9'-0" FLAT CLG. _.—._...—_.-----F I REFER TO SHEET 2152 FOR UPPER FLOOR �a I PLAN DIMENSIONS I \\ I \ I ------- — — — — — — — _---__— i a ea� a 3A2 UPPER 1=L-00R STRUCTURAL- L-EGENrD PROVIDE (3) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ lU 51MR50N HTT4 CONNECTORS AT BASE. ® - PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d. NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 5TRAP5. 10 - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOO HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 02 5YP W/ 1/211065 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 51MP50N LSTA12 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. PROVIDE TEMPORARY 5HORING AT MID-5PAN OF LINTELS LONGER THAN 6'-0" FOR 1-DAYS AFTER GROUTING. STRUCTURAL NOTES • ALL LVLlS TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TIN6 COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA CCC WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R - 6TH EDITION (2011) R312.2 UPPER FLOOR PLAN NOTES. GARAGE LEFT x C r0 00100 O JML° N 1 2 o o) = c� N L, r "> : J cv 6 6QQU.C9 00 ... `er Cao o0 � cl C4 .G -J.- �0 oo Croo Z C4 v JOB NUMBER B1810568 CAD FILE NAME LOT 314 TB ISSUED 02-05-18 REVISED DAVIS BEWS DESIGN GKOVP 150 STATE STREET FAST OLDRAML, FLOMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • 17ENVEEt = EST. 1994 - ri,6? Flifi-iii VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 0 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V 1 ZD 44:3- 0 o V) O r n 0 2: ne 0 J �r•T'I l ' 1 >m C) 0 2582 1 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS SHEET .... • V ~ K w p. 0 � ') 'o' M0 I 001)�M ">;Jiv i3Q�M 6 • 0 0 0-'Co 1 t.rol�fNO ) o c T Z N G d JOB NUMBER 131810568 CAD FILE NAME LOT 314 TB ISSUED 02-05-18 REMISED DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWWnAVISBEWS.COM TANVtI'A • DENVER. EST.1994 F�_- H, In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V ZD Z 0 O un C 0 c) 37 ne 0 rn M Q J 2582 • TI TLE • UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = II 011 GARAGE LEFT WINDOW PALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEvICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.CR - 6TH EDITION (2011) R3122 EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIER WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM yy T 11/2 THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING 3/4" THICK NOTE: TH15 DETAIL 6HOW5 THE TYPICAL THIME55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5615 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F,5.C.R - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063. THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.13L.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926, all TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - 1'-0" PLT. HT. 1'-4" W. x 54" H.--\ DECORATIVE FIXED 5HUTTER5 SECOND F.F. LINE T.O.M. 5" BANDING — COACH —� LIGHT TEXTURED —� CID FINISH MAIN F.F. LINE — GRADE LINE (A55UMED) �� LSHINGLE �6 ROOFF� 12 G.G. VERIFY ALUMINUM SHINGLE Q6 OVER 24 5UB-FA5CIA ROOF (TYPICAL) L STUCCO 15TUCCO FINISH FIN15H� 12 12 6� SHINGLE ab SHINGLE ROOF ROOF 611 BAND ING — — I NOTE: ALL BANDING 15 TO BE RA15ED SAND FINISH FRONT ELEVATION SCALE: 114" - I'-011 `e�lllllIfill// Q ' u_ .. ;� • W O :v _J•� o :mac00 PLT. HT. 4" BANDING (TYR) 1'-4" W. x 54" H. DECORATIVE FIXED 5HUTTER5 clJ 4" BANDING 1�2 6 (TYP.) SECOND F.F. LINE T.oM, 8" BANDING 17t 4" BANDING TEXTURED FIN15H Zed MAIN F.F. LINE _ 4" BANDING GRADE LINE DOOR 5URROUND (A55UMED) INCLUDED ELEVATION GARAGE LEFT x ro V.. LID C o In wo O .i to 1 0tA�M w/ L > 9 J N Sam QoLL L• 00 vLD 0 4 : 0 I� 0 -� 0 E .c J f0 4. 00� c�h ZN�d' JOB NUMBER B1810568 • CAD FILE NAME LOT 314 TB ISSUED 02-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, F7..ORMA 34677 813.925.1300 TEL $13.925.1800 FAX W W W.DAVLSBEWS.COM TAIVIPA • E>EIVVER. - EST. 1994 r, 1! 111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY own Q z 0 i� rltloo O O c 0 37 T—aaal 0 M >m iaa— l< C) FMN� *lj 2582 • TITLE • FRONT ELEVATION DETAILS LL, 3A1 • SHEET • LANAI ROOF VENT REQUIREMENTS --------- ------ --- _-------________ VENTILATION CALCULATIONS I ATTIC AREA =139 SQ, FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I 6:12 HALF AT LOW SOFFIT/ EAVE VENTS = 33.36 SQ. IN. ---------- ------- �" — ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. I L 6�12 �% �f I y� �Q UPPER ROOF I ' i VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 4.88 SQ, FT. X 144 = 703 SQ. IN. I u, HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. 12 I 0 6'12 # UPPER 2/3 ROOF VENTS REQUIRED = 3` HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ, IN, I ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. i I VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT I I G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS i Dc 6:12 OF NET FREE AREA PER VENT. i ___,.-...._.--- -T-----_ I I I 6:12 y� LOWER ROOF i q� VENT REQUIREMENTS{Ft VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. I 6:12 6:12 -- — — — — — — — X 144 = 254 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I I HALF AT LOW SOFFIT / EAVE VENTS = 126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. j I I I I ---------_-_------------- I'-0" TYP. OVERHANG ROOFAT NIP PLAN AA (UN.O.) SCALE: I/8" : 11.01 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH �- TEXTURED BANDING LE NOTE: TH15 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA15ED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS 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 - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F$.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-011 �c WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R - 6TH EDITION (2011) R3122 EGRE55 NOTE: 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 FINISH FLOOR LINE OF THAT PARTICULAR ROOM 612 T6 `°HINGLE Q6 SHINGLE ROOF 612 T G.0 ER ALUMINUM VERIFY A OVER ROOF PLT. WT. SUB-FA5CI 2(TYPICAL) x6 IA _ _ _ _ PLT. HT. _ _ L /5TUCCO /STUCCO a stucco FINISH 7 41 2 FIN16W% SHINGLE / FIN15W � � Q6 d' SECOND F.F. LINE _ 11 8 ROOF SECOND F.F. LINE - g SHINGLE ROOF — _SECOND F.F. LINE T.O.M. T.O.M. _ /7 _ /TEXTURED /TEXTURED /TEXTURED 20 /TEXTURED FINIS FINISH 7 , FINIS7 FINIS MAIN F.F. LINE _ _ _�� _ - _ _ - _ - _ _ _ _ 4 _MAIN F.F. DINE GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 14 11 ROOF TRU55E5 a 12 - STORY VOLUME 7 III_ also iffil P1100" SECTION AA SCALE: 1/811 , 1411 12 Q6 GIRDER - ROOF TRU55E 5 TRU55 (TYPICAL) ZI 2 CAR GARAG 12 12 6� 12 6 LSILE �6 G.C. VERIFY ALUMINUM OVER .•—SHINGLE ROOF 2x6 61,15-1`45CIA (TYPICAL) PLT. WT. ROOF PLT. WT. /�Tucc;o C., STUCCO FINIV * F.G. F•G• r FIN15HBE 12 SECOND F.F. LINE SHINGLE a4 SECOND F.F. LINE T.O.M. ROOF -- T.O.M, TEXTURED TEXTURED FINISH FINISH MAIN F.F. LINE _ - - TEMP' MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION 50ALE: 1/8" - I'-011 t%I11IIIIIII/ f0*1/ r . Lu • p z C" r 40 ` • 'C ''// � •••••..•• •• ``ems 612 T6 SHINGLE 12 --SHINGLE 12 ROOF 6� ROOF Cz,C, VERIFY ALUMINUM OVER T6 PLT. WT. _ _ _ L 2x6 SUB -FASCIA (TYPICAL) PLT. HT. /5TUCCO TEMP. ZSTb 6; FINIS 7 "' FIN15H 12 SHINGLE F- �l �- % ro SHINGLE ROOF i SECOND F.F. LINE _ ROOF 6 12 g° SECOND FF. LINE _ SECOND FF. LINE SECOND F.F. LINE / d /TEXTURED /TEXTURED 2582 bn FINIS>I�7 M TEMP. FINI5FI7 0� • • co % MAIN FF, LINE _ _ _ �I _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE_ GRADE LINE 26 5W. GRADE LINE (ASSUMED) W/ OPT. DEN (ASSUMED) RIGHT ELEVATION SCALE: I/V - I'-0'1 INCLUDED ELEVATION GARAGE LEFT' w wl x i� 0 0 J,�O .aMi�� I 2��M L 0 r- > > J N Lr L oo�M 0 0 a.0h 0—r rO 4._,°'e O rn cm LJ}'fp Nr: y� T 000 Z N • JOB NUMBER 81810568 • CAD FILE NAME LOT J14 TB ISSUED 02-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUM MAR., FLORMA 34677 813.925.1300 TEL, 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENJ E EST.1994 F�=-- el �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 -41 PAUL D. KIDWELL, P.E. #52683 ANDREW.I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANV LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (n ... W c C) ryol C) I 'T-I J c O • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS II 3A2 II 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 DF MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN Alk BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING \\ SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE ill, ill 1 H IN, I TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i I � � EXTERIOR FINISH WATER PROOF CAULKING 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" 0.0, MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �F�TH FOLD UP WEATHER F'Q RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST Ole" e'�R WEATHER RESISTIVE BARRIER 056 SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) so 5� 0p� -CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: r- FLASHING FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE WEATHER BARRIER & TEMPORARILY, SECURE RESISTIVE BARRIER r r r r EXTERIOR SHEATHING SILL PLATE 2 r r 2 r r r r r FLASHING r DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. I I I I I 2X8 TRIM BOARD I I I I STUCCO "J" MOLD SHEATHING TYPICAL FLASHING AT BALCONY TEXTURED CEMENT PLASTER FINISH 2017 FBCR 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 R703.4. 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-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS x C �LO O .Or��o JMI�p� toco L L. ` �aLL • C 0 ° .0N 0 CO \� Y 6 J (0 0 lCC� ti o Z N L d JOB NUMBER 2 7002. 000 CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&CAM TAMI'A • DENVER. EST. 1994� - • TITLE • FLASHING DETAILS • SHEETFL1 • ^HEATHING EXTURE INISH COAT ROWN COAT CRATCH COAT ELF -FURRING LATH WO LAYERS WRB JEEP SCREED ERMINATE SELF ,DHESIVE FLASHING T LOWER NOSE OF I. W. W. S. ELF ADHESIVE LASHING. IASONRY BLOCK JALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING / DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW / SELF -ADHERED / FLASHING / NAILING FLANGE WEATHER RESISTIVE BARRIER �— DOOR ROUGH OPENING 3/4"-V 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 SSUBFLLOODOR \ RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - SHEATHING 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 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER r- WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, p (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) O Y SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ��� ' ' ASPHALT SEALANT: WALL SHEATHING GALV. "L" FLASHING EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAIP'T''^ OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FI SPECIFICATIONS ROOF CRICKET. MIN: 3:12 SLOPE j CRICKET AS (REQUIRED AT PLASTER STOP :..:;;>:i;•; :;';>:;,;; ;;,•, SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I 6„ ' - ' '`"'•,,;,,- ;i:;?;';•, BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER DIVERTER FLASHING 6" DRIP EDGE :J FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r t .� ;„>r ram;?°r,°.a:°.d`.a'°.>:°°a.`. ° °�•s`.. HOLD EXTERIOR `: FINISH 2" ABOVE i o oo,. aa'. ° ..t :% : zi ri zn :1, > rs` 's ROOF n ne, e, n ° A : FLASHING CAULKING ?; FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - 6 TO 12" PER PLAN 6" HIGH SPECS. DIVERTER 6 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ Tf CONT. GALV. "L' FLASHING PER MANUFACTURE,' SPECIFICATION,' .� OVER ROOF ROOF MATERIAL PER SHINGLES 1N/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED 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 SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT RHO TYPICAL ROOF TO WALL FLASHING DETAIL L9y METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT �cc9 �4 fn, FS,O ROOF EAVES y V'y/ a°cF °ec� �CR O`F \0�4PP p p IMEN� \ Pp � � - °NOE�� \ A, ENo PTO oj ,� R5E \ 2N° G°°r'o RAKE METAL DRIP EDGE z2 29 TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT, CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE J FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 iv1[w9j0cl9m:z 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED — FLASHING PATCH ADHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5: K m w 4)0 0 J0�0 JmI�� Y/ o'f�rn •y W coo >>LLJM. ` L °p. 0 o 1 C o o Y lA 146 to m04 0 tC ` 00 r 4 1 Z N It JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01— 05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE, STREET EAST OLDSMAR° FLORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMP'A • IDENVER EST. 1994 • TI TLE • FLASHING DETAILS • SHEET • i G.C. VERIFY LOCATION AND of PRE -WIRE FLOOD �/ E L E C T R I C A L < � GHHTTS DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER LIGHTS DDI A/C FLOOD SCOW FLOOD K.P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET F — — — -i r — — — HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR L _ _ _ J L — _ _ J �@E 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH W.P. W.I. . J4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i(O RECESSED INCANDESCENT LIGHT FIXTURE Acl LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT ri FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) RCH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s� c SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER -IIIIIIIIIIIIIL ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU7 ROUGH -IN FOR OPT. CEILING FAN c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND 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 AR30YE FINISHED FLOOR - SWITCHES ... 42" OUTLETS, ....14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PAR.aRS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR ALAS WILL REQUIFE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE W.C.I. PROTECTED (W-1). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2014, FB.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 1 OWNER'S SUITE ROUGH -IN I FOR OPT. \ FANLIGHT \ 1 I SD MAKE-UP LIGHT W.P. OWNER'S BATH HORIZ. — MAKE-UP LIGHT QI� -2 r 1�220 v i 1— GF.i. L--JL__J LAUN. GFJ. °oN-Q" PANEL W.P. ro CM D GF.I. WALL MOUNT AT 9'-4°UP To / FAN/ LIGHT LANAI GATHERING ROOM STD. LIGHT / \ I r PRE -WIRE FLOOD LIGHTS — — — _ - — — — — G.C. 'VERIFY LOCATION AND HEIGHT OF PRE -WIRE FLOOD LIGHTS AND SWITCH, MAIN DISCONNECT (METER COMBO - SQUARE p REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY STUDY HALF /� FOR OPT. OPT. F BATH FAN/LIGHr Tr DINING F°ENDANr (VERIFY 4z LOCATION) -� CL OF WINDOWS G.C. VERIFY LOCATION OF PIE -WIRE PENDANT LIGHT AND SWITCH. 4/0 ALU. CABLE A/C E DISC. TYP. 14 AND M2 COPPER r0 INSIDE LIGHTS AND OUTLETS PANEL 10 COPPER TO WATER NEATER +'8 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. Q/ 1 PORCH G�F.I I PENDANT AT 48" (VERIFY LOCATION)AT 1 \ FOYER AT 48" GD5 OPENER AT 32 KITCHEN 1 i 1 �L JLJ 1 IGF.I. 2 CAR GARAGE _ G.C. VERIFY: LOCATION I I AT 48„ OF DISPOSAL SWITCH 1 1 I AND W.I.OUTLET Is UNDER SINK CABINET 1 I 1 50 GAL. I W.N. L---- G.F.I. G.F.I_i�m GF.I_ _ G.F.I. ELEC. PANEL Qo$ MICROWAVE VENT HOOD AND OUTLET +14" MICRO TO EXTERIOR W.P.E FOR T.U.G.. SE SERVICE G.F.I. AT 48" IRRIG. 6 COACH LIGHT 1 I I COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARP -WIRED G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT • x m w C 0u� JQ� Jc`o(�p� 'On O� N -/ N ooU. 00 �0LD 2 CO E L 4C J ,'�'�„ (p g 4J zN2o' • JOB NUMBER 81810568 • CAD FILE NAME LOT 314 TB ISSUED 02-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM T,AJ"PA • DEl VE EST.1994 �-- 25oz. • TI TLE • MAIN FLOOR ELEC. PLAN �rr�Mr,rr • SHEET • I lnnl"l L CTfRI CAL <E*T' DUPLEX CONVENIENCE OUTLET { DUPLEX OUTLET ABOVE COUNTER Kkp WEATHERPROOF DUPLEX OUTLET Q�.Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-5WITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 4 220 VOLT OUTLET WALL SWITCH 13 TWEE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE (<O RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN 4- TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ,Q, EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIME5 (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) Q TELEPHONE (OPTIONAL) 0 TELEV15ION (OPTIONAL) Q THERMOSTAT �p ELECTRIC METER A ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J �7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTM (G.F.I) 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 ... 14" (UNLES5 A13V COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY 5ACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, BLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFL.]. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NP.PA.10, N,E.C. 2014, F.B.CR 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1, EVERY BUILDING HAVING A'FOBBIL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE 5HALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8, ALARMS SHALT. RECEIVE THEIR PRIMARY POWER FROM THE 5UILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY 5ACK11P. COMBINATION SMOKE/CARBON MONOXIDE ALARMS 5HALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. GA RAGE LEFT4 B • r � K N w C Lo 10o a� 0 JMI,� �W�M r i > J N 6 �" 6oLL C. 0 0 co e ,r �oJco 54E LL41 C'i J 00 �+ zN201 • JOB NUMBER B1810568 • CAD FILE NAME LOT J14 TB ISSUED 02-05-18 REVISED DAVIS BEWS DESIGN GRt�VP l50 STATE STREET EAST OLDS1v1AR, FLORJDA 34677 s� . 925 .1300 TEL. sr3.9zs . isoo FAx WVVW.DAVISBEWS.COM `I"AMPA V) W c UO O c 2ne C) 37 0 coin C) 0 9 • TITLE • UPPER FLOOR ELEC. PLAN tole] :14 4 *4 • SHEET • FLOOR TRUSSES ROOF TRUSSES_ FRAMING FAFENER GAPAGIT' LEGEND %�.�% Oj 6IMP50N MT5MI6, 20 - (1) IOd w/ (4)1/4" x 21/4" TITEN (TYP. 12 51MP60N HUD - (5) 8d X 11/2" (TYP. 5YP FRAME) '*i�j d • • •o��®°� FRAME TO MASONRY) 5IMP50N METAI8-40 - (1)10d x 1.1/2 (TYP. FRAME TO MASONRY) 13 5IMP60N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) O51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 i/4" TITEN (TYP. 14 51MP50N L5TA18 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 5IMP50N LTT205 - (10)-1Gd + 1/2" x 10" AB (TYP. FRAME TO 15 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O51MP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 16 5IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ® 5IMP50N HTT4 - (1) 5/8" dia. A.B. + IS-16d BOLT IN 6IMP50N SET 17 (2) 5IMP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY, EMBED A.B. 5" (MIN.) INTO CONCRETE OR MA50NRY KO. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 6IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME 0 5IMP50N MGT • (1) 5/8 DIA. ATR. + 22.10d. EMBED AIR 12" (MIN) INTO TO FRAME) MA50NRY KO. BLOCK SET IN 6IMP50N SET EPDXY, (TYP 2-PLY Ig 5IMP50N 6T6224 - (25) I(6d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY)(3965#) 5IMP50N MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 2 p, (3) 5IMP50N HT520 - (24)10d 11/2" AT EA, STRAP (TYP. 5.Y.P. FRAME (MIN) INTO MA50NRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. TO FRAME) 5IMP50N M5TAM 36 - (4)1/4 x 2 1/4" TITEN TO BLOCK AND 1-10d ® 21 (4) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 5IMP50N LGT3-5D5 2.5 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT A5 DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES g IMP50N HTT5 - (1) 5/8" DIA. AB.+ 26-16d BOLT IN 5IMP50N SET TITEN (TYP. 5YP FRAME TO PDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 5IMP50N HT5MIb - (8)10d w/ (4)1/421/4 MA50NRY KO, BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) l� 5IMP50N HGT-2 (2 ply memberN25/4" DIA. AB. + 16-10d EMBED A.B. 2 5IMP50N M5TCM40 W/ (14)-16d SINKERS AND (10) " x 2 "" TITEN INTO M45ONRY KO. BLOCK 12'' (MIN) SET BOLTS IN 5IMP50N SET 5CREW5 EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 26 51MP30N M5TCMbO W1(26)-16d 51NKER5 AND (14) " x 2 4" TITEN II 5IMP50N HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED 5CREW8 A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5,YP. FRAME TO MASONRY) NOTES: I. TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 6IMP50N 5TRONG-TIE CATALOG (GC-2015), AND ARE PROVIDED FOR REFERENCE. BEE MANUF. FOR OFFICIAL. CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN IB DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. TRU55 DES (N NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTHERWIE I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMPSON META2G (AT EACH TRUSS) W/ (1)10d X 1-1/2" (UN,O.) 2: ALL TWO STORY MASONRY TO TRU55 CONNECTIONS TO BE 51MP50N HETA20 (32" D.G. MAX.) W/ (9)10d x 1-1/2" 0,5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*,) (UN.O.) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE 5IMP50N HIOA W/ 4)10d x 1-1/2" OR SIMPSON HT620 W/ (24)10d x 1.1/2" (TYP. FRAME TO FRAME ALL-AROUND (UNO.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 5IMP50N M5TCM6G MAY BE 51,1135TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TGM6G CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPEC[FIC,4TI0N 1=0R LEDC��RS (r ,E FOLLOWING SHALL APPLY U,N.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRUSS 51STERED TO THE WALL 15 NOT AN ACCEPTABLE BU55TITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE: WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" D.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS 51STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/B" DIA, x 8" A.B. AT 12" O.C, STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) 5IMP50N 5D525600 SCREWS AT EA. STUD Oro" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA, x 6" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED BET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 18 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD5256OO SCREWS AT EA, STUD (16" O.G. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY U.N.O. IOICJ16 INCLUDED ELEVATION TRUSS STRAPPING PLANS. GARAGE LEFT x C U r° o� 0 �M�� Y/ 0'�w W M J N '> aQLL M 3:11111�0 � JOB NUMBER 81810568 � GAD FILE NAME LOT 314 TB ISSUED 02-05-18 REVISED �rll DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST C7LDSMAR, FLORIDA 34677 813 . 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.C,OM TANcrA • DEivvElz. -�� EST. 1994 �-- VORrT'EX ENGINEERING, LLC. 607 S. ALEXANDER 5T., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 2$O35 0 C) 0 >M 0 J � PAUL D. Kmweu, P.E. #52683 ANpREW . IVIEISHEIp, P.E. #$3217 I HEREBY CERTIFY THAT HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE INCOMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W O M 2582 • TITLE • TRUSS STRAPPING PLANTR • SHEET • GENERAL NOTES: CEILING COMPONEN15 AT ENTRY 6 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/5" 5TUCCO OVER 111(o" 055AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL) AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCT5 SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRU55 MANUFACTURER 5HALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION5 FOR PRODUCTS 5PECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMIC5. CHANGES 5PECIFIED BY THE TRUSS MANUFACTURER 5HALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • I T MANUFACTURER. TH T 5 N IN I ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPON5IB LI Y OF THE TRU55E RU5 ENGINEER EER S A DELEGATED ENGINEER FOR THIS PROJECT 4 A5 SUCH IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENT5 PROVIDED. FRAMING LAYOUT5 SHOWN MAY BE CHANGED BY THE TRUS5 h'IANUFACTURER. THE DELEGATED ENGINEER 15 RE5PON515LE FOR PROVIDING A FINAL 5EALED SET OF ALL CALCULATIONS B LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENT5. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'5 COMPONENTS a THIS TIME 8 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HA5 BEEN 5U5MITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE M05T RECENT TPI CRITERIA. TRU55E5 TO BE HANDLED B INSTALLED USING M05T RECENT 5C51 RECOMMENDATIONS. TEMPORARY 8 PERMANENT BRACING SHALL BE PER M05T RECENT 5C51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 15 RE5PON515LE FOR INDICATING ALL TRU55 TO TRU55 CONNECTOR5. ALL COMPONENTS TO BE DE5IGNED FOR BOTH GRAVITY UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTION5 SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 5PECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECA5T CONCRETE COMPONENT-5: • THE USE OF PRE-CA5T 8 PRE-5TRE55ED CONCRETE COMPONENTS 15 ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLE55 SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS 5HALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS. PRE-CA5T LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DE51GN ALLOWABLE LOAD INFORMATION PROVIDED BY CA5TCRETE. USE OF CASTCRETE LINTELS AND BILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLU5TRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RE5PON515ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPON5I5LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN, CONTRACTOR, AS PROJECT COORDINATOR, 5HALL BE RE5PON515LE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'5 SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 8 CLADDING PRE55URE5 •• REQ OTE: ENGINEER OF RBY THE p ORD HA5 NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR ,4S A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 8 TRIM: • ALL WALLS d KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED s, 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH AL50 ACT AS GUARDRAIL5 SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGE5TED ATTACHMENT5 ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND 5HALL •• APALT LOCATION& WAN HERE THE FLOOR 5Y5TEMBELOW TGHESCUARDRAOR I U.N.C. PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL 5HALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR 5HEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU55/JOI5T/BEAM AND 5HALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION ((o) 0,131 X 3-1/2'' NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "515TERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR 5Y5TEM BELOW THE GUARDRAIL 15 PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL 5HALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF 51MP50N 5D525600 5CREW5 AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE 51DE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY 5HEATHED WITH-I/1(o" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING 51DE OF THE KNEEWALL, THE KNEE WALL 5TUD5 SHALL ATTACH TO THE BOTTOM PLATE WITH 5IMPSON 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT 5TUD - AN THE DOUBLE TO AT OF THE KN NAILS STAGGERED AN EQUALLY .SPACED D E D BLE P PLATE E EE AND SHALL BE NAILED WITH ((o) 0.131 X 3 I/2 NA L GGERED D E LL WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2'' TOE NAILS. THIS ATTACHMENT 5HALL AL50 APPLY AT ALL CHANGE5 OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT AL50 FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATE5 WITH (3) 0.131 X 3-1/2" TOE NAIL5 OR EQUAL. •• UNDER5TANDING THAT THESE ATTACHMENT5 AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RE515TIVITY FOR THE5E LOADS, IT 15 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 8 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2 DRYWALL. • 2 STORY HOME5 W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2 DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTE5 WITH AUTOMATIC CLOSER. • FRONT ENTRY 8 LANAI CEILINGS TO BE 7/8" STUCCO OVER 15/32" 058. ROOFING 4 FLA5HING (NOTE. SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT 5HINGLE5 5HALL BE GALVANIZED 5TEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. ReO5.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE 5PEC5 * FBCR 905.2.7. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLA5HING TO BE MIN. 2(o GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 8 DOES NOT ADD WEIGHT TO HEADER5. HEADER5 PROVIDE LATERAL SUPPORT ONLY. • AT MA50NRY, USE (o"XG "X3/S" STEEL ANGLE W/ 1/2'' DIA, X 5" SIMP50N TITEN HD ANCHORS e 2411 O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHER5. • AT FRAME, USE 511X5"X3/S" 5TEEL ANGLE W/ 3/5" pIA. X 4 LAG SCREWS 6 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 8 F.B.G. CRITERIA, OR BY OTHER5. • 5RICK/5TONE TIE5, ANGLE5 SUPPORTS, AE5THETIC FIN15HE5 SHALL BE IN5TALLED IIN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLG. 15 NOT RE5PON515LE FOR BRICK/STONE INSTALLATION INFORMATION, 45 5RICK/5TONE DE51GN 15 BY OTHER5. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A55UMED TO REQUIRE BRICK/STONE BEARING ON TRU55 5Y5TEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREA5, 8 LIMIT DEFLECTION TO L/(o00 IN THESE AREA5 FOR PURPOSE5 OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO 5RICK/5TONE. • BRICK/STONE B IT5 SUPPORT EXCEPT A5 NOTED 15 BY OTHER5. NOTED CRITERIA 15 A MINIMUM STANDARD, TIE5, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 8 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS 5HALL BE INSTALLED PER MANUFACTURER'5 5PECIFICATION5 8 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 8 REFERENCES- I.I. FLORIDA BUILDING CODE, RESIDENTIAL &th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY 6TRUCTURE5 (TM5 402/ACI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY 5TRUCTURE5 (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOAD5 FOR BUILDINGS 4 OTHER 6TRUCTURE5 (A5CE--1). 1.5. 5PECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR 5UILDING5 LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5 BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 13. AMERICAN PLYWOOD ASSOCIATION DE51GN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 P5F FOR TILE 2.2. FLOOR LOADING: LIVE 40 P5F DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO DIRECT THE TRU55 MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FIN15H MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 AS PER 2.4.1, STANDARD CEILING FINISH 15 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3,1. MINIMUM ALLOWABLE SOIL PRESSURE 15 ASSUMED TO BE 2,000 PSF A5 PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DE5IGNED FOR A MINIMUM ALLOWABLE 501L BEARING PRESSURE OF 2000 PSF, 3.3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 8 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi 20 DAYS (U.N.O,). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4, WELD WIRE FABRIC (WWF A5TM A185) or FIBER MESH FER ASTM C111(o TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP 5PLICE6 4 NOOKS SEE TABLE. 5. MASONRY: 5.1. 1" 1A50NRY CONSTRUCTION $ MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MA50NRY STRUCTURES (ACI 530.1/ASCE (o/TM5 (v02)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN 50CIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. A I ATION FOR MASONRY" STRUCTURES: 5.2. GENERAL SPEC FIC R R R RES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR TH15 PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 F'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRE551VE STRENGTH 15 THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH A5TM C47ro. GROUT SHALL BE 3000 P51 U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 53.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, d METAL ACCE55ORIE5 SHALL BE &0 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED A5 51'=ECIFIED ON PLAN SET. 5.3.5, STAINLESS STEEL 15 NOT APPLICABLE. 5.3.(0. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3,10. LINTELS TO BE BY CAST-GRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1, PIPES 4 CONDUIT5 ARE NOT APPLICABLE. 5.4.2. ACCE56ORIE5 ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINT5 45 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED 45 "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TM5 402/ACI 530/A5CE 5. MASONRY CONTROL JOINT5 MAY BE IN ACCORDANCE WITH E/S1 HOWEVER ALTERNATIVE ACCEPTA BLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/0,17, AND 'MICHIGAN CONTROL JOINT'. (c. WOOD FRAM ING: 6.1. DIMENSIONED LUMBER SHALL BE DRE55ED 545, B SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. ro.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS �.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLE55 NOTED OTHERWISE. &.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 1*2 OR BETTER. (0.3.3. INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED 'a i(o" O.C. 8 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4, TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE 5PF. 6 3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER V-0 e MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. MIN. �.3.7. ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMN6/5TUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG 45 TOP PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. (o.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE65URE TREATED OR NATURAL DURABLE WOOD: ro.5. PRE55URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 8 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. ro.(o. ALL SHEATHING TO BE 5PAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24'' O.C.). (5EE PLANS FOR SHEATHING THICKNE55.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE, INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. �.�.1. ROOF SHEATHING: SHINGLE OR METAL, 7/1ro" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24'' MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'5 WARRANTY REQUIREMENTS. THE M05T STRINGENT SHALL CONTROL. (o.ro.2, WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. 5PAN. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4'' MIN. TONGUE 4 GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): ro.-1 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. Go.S ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY 511-1P60N STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. &.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C61 RECOMMENDATIONS 4 SHALL BE UTILIZED A5 THE PERMANENT BRACING FOR THE ROOF SY5TEM (U.N.O.). 6,10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CONSTRUCTION. (0.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 'O'/62, ATTACH TO SLAB WITH 1/2'' DIA. x 10" A.B.e 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 6IMP50N 5D525600 e 24" O.G. MAX. TO FLOOR TRU55E5 OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 51MP5ON HT510 OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL 'F-752 5LOCKING DEFINED (THE FOLLOWING SHALLAPPLY .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED A5 A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (5) 0.131X3-1/2" TOENAILS INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A HALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATAI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE 5TUD5. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 AEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE AEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE AEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING AITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATIN15E AITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING AITHIN THE TRUSS 5HALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECESSARY TO FACILITATE THE ITEM FOR AHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER HALL TO THE MA50NRY OR FRAME HALL BELOA WITHIN THE AREA TAKEN UP BY TRU55 AORK.) FOR TRAN5FERRING UPPER POINT LOADS (I.E. - STUD PACK5) TO LOWER COMPONENTS SMALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME ROOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING AHICH SUPPORTS THE 5HEATHING JOINTS MUST FOLLOA THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. FICATION FOR f5UG< ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS (THE POLL OLUING SHALL APPLY UND.) FOLLOWING APPLY ..O. IxATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x FANCHOR6 5HALL HAVE A MINIMUM EMBEDMENT OF 5". ' ALL 1/2" pIA. OR 5/a" DIA. A.B. INTO THE 51DE OF FILLED MA50NRY IF2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY 5HALL HAVE A MINIMUM EMBEDMENT OF 5" 6 12'' O.G. w/ MAX. (o" FROM END OF BUCK ALL 2x WINDOW BUCK ATTACHMENT.) • ALL 1/2" DIA: A.B. INTO THE TOP OF A GROUTED MA5ONRY 5TEMWALL 5HALL HAVE A MINIMUM EMBEDMENT OF (o" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 5HALL LIMITATI®N5 (THE FOLLOWING _ PPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 7. • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HA5 CHECKED THE 5HALL CONTROL. HED DESIGN FOR IT5 STRUCTURAL LIANCE WITH SECTION R301 OF THE FLORIDA . THE5E NOTES ARE 5PECIFICALLY FORANCHOR BOLT5 WITH A 90 ING CODE, RE5IDENTIAL 5TH ED.,AND I5 NOT Fco DEGREE NOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE N O SI FO TH SIGN 5 A CHIT GTU A BLE R E DE R E R L VIC . 5 IFI ATION5 FO TH05 VIG 5 MUST ACCOM A Y D P G G R E DE E N TH E E E P E R DRAFTING CRITERIA RE. - DIMEN51ON5, NOTATION TO U5E 5AME. ETICS, CONTINUITY OF LAYOUT5, ETC.) ANYNTINUITY IN DESIGN I5 THE RE5PON5IBILITYE DESIGNER. --Zvi 5PECIFICATION FOR l_ANDIN6z5 4 STAIR CONFRUCTION (THE FOLLOWING 5HALL APPLY U.N.O.) i � �� • ALL 5TRINGER5 TO BE 2-2XI2 "2 SYP. ''i� �' TTACH AT C HANGER. "00s� • 5TRINGER5 RUNNING PARALLEL TON4 5 PPORTED BY A0 ALLSHALLITH BE ATTACHED: to a MASONRY/CONC. WITH �" DIA X 3" TAPCON5 AT 5" O.C. STAGGERED ALONG THE LENGTH OF THE 5TRINGER (U5E PT AT MA5./CONC.). •• a WOOD WITH (4) 0.131 X 31" NAIL5 AT EA. 5TUD MIN. (1(o" O.C. MAX) •• IF 5TRINGER5 ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE END5 • ALL 5TRINGER5 5PRINGING FROM A FLAT SURFACE 5HALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONIC.). ATTACH FOOT TO FLOOR: •• la CONC. W1 ill DIA. X 3" TAPCONS @ 12" O.C. •• WOOD ATTACH W/ 0.131 X 3z" NAILS AT 8" O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH 5TRINGER TO FOOT WITH (2) 0.131X3Z" TOENAIL5 EA. • LANDING5 5HALL BE BUILT A5 FOLLOWS: to JOISTS TO BE 2X5 #2 SYP, MIN. s 1(o" O.G. to IF LANDING INCLUDES 5TRINGER 5UPPORT IN A BEAM CONFIGURATION, BEAM 5HALL BE (2) 2X12 #2 SYP WITH 2-2X4 5UPPORT 5TUD5 AT EACH END. of IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X& END J015T WITH (3) 0.131X3"" R.5, END NAIL5 AT EACH LANDING J015T, & (2) 0,131 X 3'" TOE NAILS FROM EACH J0I5T TO KNEEWALL TOP PLATE. to LEDGERS TO BE 2X5 WITH: ••• (4) 0.131X321" NAIL5 AT EACH PA551NG STUD AT WOOD ATTACHMENT 1(0" O.C. MAX. •4 •• " X 3" TAPCON5 e 8" O.C. STAGGERED a MA5ONRY/CONCRETE ATTACHMENT, •• ATTACH JOISTS TO LEDGERS OR 5EAM5 WITH 51MP50N LU526 HANGERS OR EQUAL. • THE 5PECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAIL5 # HANDRAIL5 ARE BY OTHER5, INCLUDING THEIR ATTACHMENT5, ALL RAIL 5Y5TEM5 MUST MEET OR EXCEED THE REQUIREMENT5 OF FBC TABLE R301.5 d 5ECTION R312. ' CONFLICTS (THE FOLLOWING I�-AT_L APPLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLE55 OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Valt) 110 MPH THE PLAN SET, EXCEPT A5 INDICATED BELOW, IN RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEM5ELVE5, THE CODE, INT. PRESSURE COEFF. +/ 0.18 ENCLOSED OR THE MANUFACTURER'S 5PEGIFICATION5, THE M05T STRINGENT CRITERIA 5HALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A 5EALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE 5HALL CONTROL. ROOF @ 10 SOFT + 28.6 /- 117.1 PSF DISCLAIMER @ 20 SOFT + 26.5/-109.1 PSF (THE FOLLOWING PPLY U.N.O.) @ 50 SOFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE @ 100 SOFT + 20.2 /- 91.8 PSF FIELD AND REPORT ANY DISCREPANCIE5 TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL @ 10 SOFT + 49.7/- 66.7 PSF ANY GHAN6E5 TO THESE PLANS, REGARDLESS OF @ 20 SOFT + 46 3/- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, 5EALED APPROVAL @ 50 SOFT + 44.6 56.9 PSF OF VORTEX ENGINEERING, LLG, OR ANY @ 100 SOFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SOFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 10' WIDTH + 43.6 /- 48.9 PSF SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42.9 /- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0/- 47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE Iil N\ z ►of NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK 0 o a W m oaWQ Lu F Z q Q W V) (7 W I= W mwE �p2*a 5 d WorW uz,�I, zz4 v Lu a~ -I w Oaz jµMV Zto LTC ('4 H M p Zzz ONs <2z �V-) J 00 00 FaOL Zv,ud10a a oazz pC ul C7 uj w moaxZ= O O o W�o°Ca~ u_ -' U O Z ,W,,,� z z 0 IL L1- yVUi V(7 wz-U''Lu J w a W W Z N Q Q =aim tiau�{u�jz W - O O Q u M Z ~ Ln w M NMN aCn c-rn J f•N wI N - Rt o 3 n Z ? cn 0 p cc W Q u U000 QLL W N g CL 00 a #ff/l I e U10 4L eo�e DATE 0/474,5 SCALE NOTED DRAWN MK/PPK JOB _ Sheet content: Structural Notes Sheet number: N 1 142-21.5 12 1'PJ SEE ELEv. PRE- ENGINEERED WOOD TRU55E5 a 24" O/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) 51MP50N 5P2 a EA.5TUD —�-' 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE IV` FASTENING 5.P.F. TOP PLATE 2X4 PT 5TUD5 a 16" O.C. OR CRICKET A5 02X4 PT STUD a 24" O.C. REQUIRED UNDER COMMON TRU55 WK2) 2X4PT 5TUD5 UNDER HIP CARRIER/GIRDER TRU55 SIMPSON SPI a EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. a 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 51MP50N META20 a EA.5TUID M015TURE BARRIER 8"X811X16" K.O. BLOCK W/1 S CON (U 5 VERT. IN GONC.FILLED CELL 6 FILLED W/2500 1=51 GROUT W/ 5TD. 9O° HOOK IN K.O. BLOCK FLOOR TRU55 BRG. SEE PLAN 1/2" DIA. x 5" TITEN HD a 48" O.C. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIO1 5) HATCHING LEGEND INTERIOR LOAD (4) 106 NAILS BEARING WALL. (W/ INTO DBL UPLIFT) TOP PLATE TRUSS BRG. SEE PLAN NOTE: REGARDLE55 STUD BEARING OF HATCHING FASTEN EA. STUD WALL SHOWN ON TO TOP PLATE w/ (SEE PLAN FOR PLANS, WALL5 51MP50N 5PH4 w/ SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-106 NAILS 5TUD5 to 16" O/C ROOF TRU55E5 EITHER DIRECTLY OR a GARAGE TO INDIRECTLY HOUSE WALLS, GARAGE TO ARE TO BE INSULATE PER HOUSE WALL5, BUILT A5 CALC5/5PEC5 INSULATE PER BEARING WALL CALC5/5PEC5 W/UPLIFT l U 51MP50N 5PH4 w/ 12-10d NAIL5 E STUD (STRAP PT BOTTOM PLATE NEEDED ONLY O'-E" W/ROOF UPLIFT) 4 i FOOTING SEE I�I FOUNDATION PLAN FOR 51ZES 8 MORE INFO. - to .....--.—r,.... SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO, FASTENING TO BE AS PER MANUFACTURER5 SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR a TIME OF INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.2.'1. 1/2" GYP. BD. CEILING —� TYP. SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION 1x2 PT NAILER 1/2'' DRYWALL VERT. WALL REINF. EMBED ACI 5TD. HOOK IN BOND BM. 05 BAR CURTAIN NAILER PT 1x4 a WINDOWS 8 5-G.D. SCALE:NTS 12 (TYP) I SEE ELEV. WINDOW W/ 5CREEN (WHERE APPLICABLE) 1x2 PT FIR STRIP a 24" O.C. Ix4 PT BASE NAILER 4"GONG, SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 51ZE5 $ MORE INFO. Tvaical Ext. Masonry Wall Section CMU WALL-5EE PLAN 1 SCHEDULE E .%.. 1_... . SCALE:NTS PRE -FORMED CONTROL JOINT CAULKED JOINT W/—___/ 3/8" `--VERTICAL REINFORCING (SEE BACKER BAR AT MAX, PLAN FOR SIZE 8 LOCATION) EXPOSED FACE Example CMU Wall Control Joint Detail $-I SCALE: N.T.S. 'd\ r \ t�4 44 Q.°..03=2-1/2•4=2-1/2" aa LAP SPLICE EMBEDDED STD. 900 HOOK STD, 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE &0 BAR 512E 6END DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE III•II IID II I A4" p3 IIIAIB Y5/2 1 15 2"At' 4�/2 9 /4 IKJII 04 21/2 6 91/2 20 3" 6 12 1/2 21 05 3 1/8 1.5 11 3/4 25 3 3/4" '1.5 15 1/2 26 M6 3 3/4 9 14 30 4 1/2" 1 IS 1/2 35 r 4 3/8 10.5 16 1/2 35 5 1/4" 10.5 21 3/4 53 08 - - - 8" 12 24 3/4 '14 "9 - - - - 9" 13.5 28 95 NOTE: "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. Kneewall Above MasonryWall Detail NOT FOR USE IN THE HVHZ IDADE, BROWARD) AT 2x8 WALL5 USE 5PH8 F $-� SCALE:NTS CONNECTORS IN LIEU OF OR ER5 HA Rebar Lap,Embedment &Hook Schedule WALL5LAR , J BOLT W/ NUT 4 WASHER (REFER TO 2x8, USE SIMPSON 5P1'5 ON EACH 51DE OF STUD TO $.� SCALE:NTS BOTTOM PLATE 4 SIMP50N DOOR MANUFACTURERS INSTALLATION 5P2'6 ON EACH SIDE OF S VERT. WALL INSTRUCTIONS FOR SPACING 8 SIZE) NOTE: STUD TO TOP PLATES. U.N.O." REINF. GROUT CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SEE TRU55 SHEET FOR ° NOTE: (SEE TRU55 SHEET 5PH4 CONNECTOR5 SHOWN. AT 2x8 WALL5 USE 5PH8 ADDITIONAL STRAPPING ° 'NOTWITHSTANDING MANUFACTURER'S FOR 5GHEDULE) — CONNECTORS IN LIEU OF a COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL, TOP PLATE lU 51MP50N 5PH4 W/l12) 1001 FOR WALL5 LARGER THAN PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMP50N 5P1'5 ON 5TUD5 a 16" O/C TRACK/BRACKET A.B. AT 24" O.G. STARTING 9" MAX. FROM THE 5LA5, USE 2" DIA. WASHERS II I/2 GYP. BOARD 1/2" GYP. BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N i/2" DIA. x 8" TITEN ND 24" O.C. FOR MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK 2X S.Y.P. #I 5TUD5 16"O.C. 5P2'5 ON EACH 51DE OF 150E LBS. ON EACH TRU55 5PEC5. ATTACHMENTS TO THE JAMB ARE BY STUD TO TOP PLATES. . (SEE FOUNDATION PLAN OR A. MANUFACTURER, THESE SPECIFICATIONS ARE MIN. 6TANDARD5, MORE STRINGENT SECURE PLATE W/ 10" 1/2" DIA. "J" BOLTS & WASHERS a 2'-O" INSULATION OR PER ENERGY U.N.O." TRU55 PAGE FOR LOCATION OR EXCEPTIONS) G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./5PEC5. PT BOTTOM PLATE $-I SCALE: NTS DOOR MANUFACTURER SHALL CONTROL. U.N.O. (REFER TO FND 4 FLR PLN FOR WALL THICKNESS)OL CONT. 2X PT SOLE PLATE O' -O"'o 4"GONG, 5LA5. SEE (1) SIMPSON 5PH4 W/(12) IOd COMMON NAILS EA. STUD D8L 51'P TOP PLATE d. a FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR FOUNDATION PLAN MA50NRY ATTACHMENTS THAT MORE INFO. =III=I 11— FOR 51ZE5 8 MORE OCCUR a A LINTEL USE 1/2" x 6" 5P4 6 TOP EL V O'-0" TOP OF BLAB INFO, THREADED ROD SET IN Interior Stud Part. Detail 51MP5ON 5ET EPDXY. Ll — — — SCALE: NTS 2 X S.Y.P. 5TUD5 a 16" O.C. -U.N.O. w FOOTING SEE • 5EE FOUND. PLAN LOAD BEARING OR N FOUNDATION PLAN FOR 5IZE5 d MORE INFO. " '' CLEAN 4 COMPACTED 501L. EXTERIOR WALL EM 2 X STUD (95% MODIFIED PROCTOR PER A5TM D1551) PRE ENGINEERED WD a 24" O.C. • C. M. U. Gara a Wall Section Brn Wall ,,--'TRU55 INSULATION OR PER ENERGY CALC5. Im" x I/2" DIA. "J" 5OLT5 4 WASHERS a 1" X P.T.STUD ,� S-, SCALE:NTS W/ Uplift �R-35 2'-E" O.C. (MAX) � #5 VERT. IN FILLED META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N 3 CELL SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR l4) 10d NAIL5 BRNG WALL V' TITEN HD TRUSSe INTO DBL ELEVATION VARIE5 BRG. / TOP OF MASONRY TITEN HD 45" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.G. IF EXTERIOR FINISH 1/2" GYP. BOARD ELEVATION PAGES FOR 5 I TAIL WITH UPLIFT. (SEE ELEVATIONS) SECURE PLATE W/ IO" I/2 1/2" GYP. BOARD 50FFIT/FA C A DE vARIE5 SEE ROOF PLAN 8"x8" K.O. CMU BOND BM. w/ 1 - '5 BAR CONT. (MIN LAP : 25") GROUT CELL5 �SOLID - VERIFY W/ FLOOR PLAN. 8 x8 PRECAST CONCRETE LINTEL WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE PRECAST CONIC SILL 05 BAR VERT. WALL REINF. CONT. ACI ST . TO BOND BEAM, EMBED D HOOK 6" IN BOND BEAM. GROUT CELL5 SOLID. 8"xl6" G.M.U. PER A5TM C-9O (TYP.) �FM:1900 P.5.1. (MIN.) W/ TYPE M OR S MORTAR PER ASTM C-210 1N5UL. PER CALC5. 4 5PEC5 ELEV 0'-0" TOP OF 5LA5 " NTITIOU5 FINISH PER 5/8 CEME FBCR 103.E NOTE: SEE N-1 FOR ADDITIONAL/ALTERNATE PARAMETERS, CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK ° p GRADE ° p•' ° n, (1) 51MP50N 5PH4 TYP. FOOTING SEE e° . .., &.' o FOUNDATION PLAN FOR — — — — — — = (— SIZES 8 MORE INFO. _ = I ' I- NOTE: E AT 2x6 WALLS USE 5PH6 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 I I USE 5PH8 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 1 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 1/2'' DIA x 6" AB AT INT. SHEAR WALL OR TITEN ND a ONLY U 51MP60N H3 w/ 8-8d NAILS FASTEN 24" O.G. IN TO TOP 4 BOTTOM REINFORCED CELL PLATE PLUS HORIZ. BLOCKING a 45" O.C. 2x4 PLATE M1551NG ANCHOR 5OLT5 AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHOR5 SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/6" DIAMETER x 6" EMBEDMENT 6IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS Wood Frame To Masonry Attachment Detail Brng Wall Only SCALE: NTS DIA. "J" BOLTS 8 WASHERS a 4'-0" O.C. (MAX.) CENTERED ON 2X S.Y.P. 01 5TUD5 a 16 "O.C. WALL. (REFER TO FND 4 FLR PLN FOR WALL INSULATION OR PER ENERGY THICKNESS) CALCS./5PEC5. -CONT. 2X PT 50LE PLATE 4"CONC. SLAB, SEE FOUND. PLAN FOR MORE INFO. ELkV Oil -0" TOP OF SLAB I.. FOOTING BEE 5EE FOUND. PLAN w FOUNDATION PLAN ° w FOR 51ZE5 S MORE CLEAN & COMPACTED 501L. INFO. (9591. MODIFIED PROCTOR PER A5TM D1551) K Gara a Wald Section Brng Wall $-1 W/O U p I If t SCALE:NTS 1/2'' GYP. BOARD 24X .C. a SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS a PER ENERGY 48" O.C. OR EQUAL CALC5,/SPECS— CONT. 2X PT 50LE 4 CONC. 5LA5. SEE PLATE FOUND. PLAN FOR MORE INFO. ELkV O'-O" TOP OF 5LA5 14 N 5EE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR GLEAN 4 COMPACTED SOIL. SIZES 6 MORE INFO. (135% MODIFIED PROCTOR PER ASTM D1551) M Garage Wall Section Non-Brn $-� SCALE:NTS 10" MIN. K.O. CMU BOND — — — BEAM EMBED ACI 5TD, HOOK IN ' BOND BM. BAR VERTICAL WALL REINF. *; GROUT CELLS SOLID SEE PLAN r' FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT 9 p EMBED ACI J 0'-E" FINISHED 5TD. HOOK IN y° 4a FLOOR FOOTING ^' L. FOOTING SEE FOUNDATION y4 " PLAN FOR 51ZE5 4 MORE INFO. /,�,Masonry Wall Reinforced Cell Detail tj EMBED AGI 5TD, HOOK IN BOND BM. > °. Sx8 K.O. CUM BOND BEAM w/ 1- S BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ 1- 15 BAR CONT. #5 BAR VERTICAL WALL REINF. GROUT CELL5 SOLID SEE PLAN FOR LOCATIONS S DOWELS SEE PLAN FOR LOCATION LAP 25'' MIN, EMBED ACI CLEAN OUT 5TD. HOOK IN-77 717 FOOTING E'-0" FIN15HED FLOOR y ° .4FOOTING SEE FOUNDATION PLAN a ,' FOR 51ZE5 8 MORE INFO. y4 •. - i 4. . d LU a >0 —A LL K.O. CMU BOND BEAM In @ Lanai/Entry Detail SCALE:NTS S BAR TRANSITION ; STEEL ACI 5TD. HOOK (TYP) P asonry Transition Detail CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF c USE 51MP50N 5E• HIGH 5TRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDh 5" 51MP50N SET EPDXY EX15TING MASON BOND BEAM OR 5LAB SCALE:NTS S BAR TRANSITION 5TEEL ACI STD. HOOK (TYP) WALL REINF. Jf :©R 'Iz r 3-•. i N • O r' • co NOTE: • M1551NG DOWELS: WHERE FOOTING DOW L5 ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 '5 BAR. INSTALL IN 5LA5 W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRUSS ANCHOR5: TRU55E5 WHICH ARE PLACEDSUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE 51MP50N HT5M1(o, MAX. CAP 15 1115 0. MAXIMUM OF 5 IN A ROW 8 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S-) SCALE: NTS TOP TIE BEAM — 05 VERT. CORNER CELL FILLED W/ CONCRETE #5 LAP CONT. #5 25" LAP Corner Continuity Detail S-1 SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK a o p Uj 0 O z i LJJ � z UV) ID j FLU � �pOd wmWQ LL pew �ph=a_ G n W = Vc CZC<a�az azazz 82z M> V1f00 w pw z * aZGW =gym=zW 0 O �J — Z o"'C w�O�aF-LL J a -a zw>-W0 W3o (DWz�F� u pG LL o !-UVuj p wl7wwj ,_-I z Q Waal U <( Uj ="im a W� — o o a JM J O l� Ln LL! �1• Z = (M . (AN 0- M 00 W M W tt q LL1 N Ln _ N 0 zLL 0 Q Y w Z > M O 6 00 x Q Q LL z vi Gt. Ora w 0 U) Jl Lu q) 0 DATE 01-1748 SCALE NOTED DRAWN h9K/PDK JOB - sheet content: Structural Details Sheet number: 51 SHINGLE / TILEROOF - SEE ELEVATION SEE (TYP) PAGES FOR MORE ELEV, INFO. FASTENING TO BE AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 6 TIME OF INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR '305.2.1. PRE ENGINEERED WE) TRU55 24" D.C. INSULATION PER ENERGY CALCS. HURRICANE ANCHOR a EACH TRU55 SEE TRU55 SHEET FOR MORE INFO. ELEVATION VARIE5 TOP PLATE 1/2" GYP. BOARD SEE J �JJiV" NOTE ON N-1 PAGE FOR GARAGE APPLICATION VARIE5 SEE ROOF PLAN DBL. "2X" TOP PLATE W/ 51MP5ON 5PH4 6 EA. SCUD W/(12) 10d SEE FLOOR PLAN FOR EXACT NAILS EACH. SEE HEADER SCHEDULE (2-2X12 UN.0) TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER WINDOW SEE FLOOR PLAN FOR 51ZE5 PER HDR. DETAIL "J/52" A ETURN GYP. BO RD R TRIM VARIE5 - SEE ELEVATIONS "2X" SILL 1/2" GYPSUM BOARD--- INSUL. PER ENERGY CALLS. 10" x 1/2" DIA. "J° 1/16" APA RATED SHEATHING NAIL BOLT 'S 24'' O.C. PER 5GHEDULE, MIN. 4" GONG SLAB 2X PT SOLE PLATE SEE FND. PLAN _ ELEV 0'-0" TOP OF SLAB FOOTING SEE °. .. FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Ext. Frame Wall Section 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS EACH 5TUD5 SCALE:NTS 2x8 LEDGER W/ 4-0.131 x 3 1/2" PLYWOOD 0 R.5. NAILS o EXTEND PAST EACH 5TUD5 FLOOR TRU55E5 PRE-ENG. WOOD FLOOR TRU55E5 HANGER TO PRE -ENG. BE 51MP5ON PRE-ENGINEERED WOOD ROOF WOOD ROOF LU5, LSU, OR TRU E5 TRU55E5 L55U MIN. PLYWOOD TO 2x8 LEDGER W/ 4-0.131 x 3 1/2" R5 INTERIOR EXTEND TO BOTTOM OF WALL NAIL5 a EACH AREA FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 R.S. NAIL5 6 LAYOUT EACH 5TUD5 LOCATION) 2X4 RAT RUN -\ BRACING 6 48" O.G. ON TOP OF BOTT. CHORD FOR 4 TRU55 5PAN5 ATTACHED W/ 3-0.131 x 3 1/2'' R.5. o EA, TRU55 JOINT MASONRY WALL WITH FLOOR TRU55 WITH -OUT FLOOR TRU55 G Typical Ledger Detail $-2 SCALE:NTS 2X4 GR055 BRACING Q 40" O.G. ON TOP OF RAT RUNS FOR 4 TRU55 5PAN5 WOOD TRU55E5 2X4 BLOCKING 24" O/G W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA. . �2'''H16H 01 STRENGTH OR 5/8" GYP, HETA 12 6 24"O,C, ---Z 2x FRAME WALL Ext. Wall Con. Non -Load Brng. Location SCALE:NTS DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS e EACH END 16d6"O.C. POCKET - 5LIDING DOOR. FOOTING SEE FOUNDATION poplow POOR 1SY TIMM MA". /�! • EACH T1l M 10 Fx r , O _ .♦ r/ � /L1k/;vj or, ff ./ ♦- III �w ►-. � •- 2x13 WITH RAOIUB CUT TO DINGNIR D PROFILE. 3AN PAVE DEPTH P50JUMD MIN. • EACH TRUSb LZ ��Ir ��Ir 1�� �� - ♦ r .-.0 _ 51MP50N MT518 ' EACH TRU55 V L51MP5ON L5TA12 9 EACH V STUD OR EQUIV, ROOF TRU55 BY ROOF TRU55 MANUF. TYP. LOAD BEARING WALL CONST. 2"x4" 6 16" O,C. (SINGLE BDTT. PLT., DOUBLE TOP PLT.) Misc. Dormer Knee Wall Attachment Details SCALE:NTS SCALE: NTS SEE TRU55 SHEET 2x TOP PLATE 5EE TRU55 SHEET FOR STRAPPING CONT. FOR STRAPPING 1/16" MIN. A.P.A. RATED SHTG. PRE-ENGINEERED ROOF TRU55. 2X 6 16" O.G. 2x BDTT. PLATE CONT. 1/4"X 3 1/2" -J MASONRY SCREW .8 8" O.C. 0.131 x 3 1/2 CONCRETE 4" O.G. LINTEL. SEE FLOOR PLAN POCKET —� FOR MORE INFO. 5LIDING DOOR. PRE-ENGINEERED ROOF TRU55. -PRECA5T CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO. NOTE: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, #1 GRADE SHALL BE USED FOR 2x4. FOR 2x DEPTH5 GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE. -""-` PLAN FOR 4"GONG,SLAB. 51ZE5 4 MORE SEE FOUND. PLAN FOR U.N.O. 51ZE5 4 MORE 4"GONG 5LAB. INFO. PLAN INFO, SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC, 4" CONS. 5LA5 5LAB ° W MANGER TO ° - 3E 51MPSON -U5, LSU, a °'. ° . • 4' •,° . �R L56U 11N. H CMU Lintel Pkt. Slider Detail ,Wood Frame Pkt. Slider Detail $-2 SCALE:NTS $-2 SCALE: NTS INTERIOR AREA SEE FLR PLN FOR HDR, SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER 5IMP60N 5PH4 w/ 6-10d 4 WHERE THE HEADER IS NOT FULL 5'-0" (1) SIMPSON C516 OR (I) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) BLOCKING 6 16" O.C. RIPPED DOWN CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF STUDS) (U.N.0) THE 5PH CONNECTORS A50VE THE HEADER, 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER LIEU OF 5PH4; AT 2x8 WALLS USE 5PH8 5'-O" USE (2) 6IMP50N C516 ---- —' IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) M5TA24 (U.N.0) —�---- SIMPSON C516 IN AN SPH �- CONFIGURATION. ATTACH PAD BLOCKING "2x "KING 5TU 51MP60N 81 OR PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER DOUBLE BDTT. MIN. U.N.O." SPECIFICATION FO KINGS 4 G I ES EQ., TYP. PLATE AT OPENING VER WHEN NECESSARY TO MAINTAIN PROPER THE FOLLO�NG5HALL APPLY UN.O. — CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING 6 48" CRIPPLE 4 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER, FASTEN WALL OR BOTH OF THE TOP PLATES 15 ELIMINATED TO MAINTAIN THE FULL O.C. ON TOP OF BDTT. • AT OPENINGS 3 -6 TO 5'-2" IN SHEATHING e 3" DEPTH HEADER SPECIFIED IN THE PLAN O.C. ALL AROUND CHORD FOR 4 WIDTH, l2) CRIPPLES 4 ll) KING IS REQUIRED ON EACH BIDE OF THE SET. IT IS NOT ACCEPTABLE TO OPENING 5U55TITUTE A LESSER DEPTH HEADER TRU55 5PAN8 HEADER. XWITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE IS 2-1(od 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE ELIMINATED THE SPH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF THE HEADER. DOUBLE SILL AT SHOWN AT THAT LOCATIONS ARE NOT NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR OPENING OVER 1 SHALL APPLY, AND ANY TRU55 211, CRIPPLES 4/OR KINGS MADE ON ,TYP. COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. HEADER. SIMP50 (ON SECOND FL O FOR O H 51MP50N A34 L530 O OPENINGS UNDER ONLY (1) 51MP50N CONNECTOR EQ., TYP C51G SPAN FLOOR SYS. TO W/4-Sd X 1 1/2" (ON CONC. SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET 6 X d X 4-S1 I/2" EPDXY 4 (18) 16d NAILS (ON SECOND FLOOR) FOR ROUGH INTO PLATE AT INTERIOR LOAD BEARING HTT4 W/ (INGS1O 8 R ALL THREAD RODISE IN WALLS WITH NO UPLIFT, STRAPPING MAY BE SIMPSON SET EPDXY 4 (16) 166 NAILS ELIMINATED, UNLESS EMBED A.5. 5" (MIN.) INTO MASONRY K.O. BLOCK SET OR 51MP60N MSTCM60 IF OTHERWISE NOTED FILLED CELL OCCURS BELOW /�,Typ. Header Detail $-2 SCALE:NTS CMU WALL 5FI nil] 2X 5UCK5 ATTACHED W/ 1/4"x 3" TAPCON5 6 12" D.C. WITH MAX. 6" FROM END OF MEMBER 1@ MA5 OPENINGS. 2X MEMBERS ATTACHED- W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. 2WX4N • 160 OJM (6d L DOTT. MT„ IF 2X ATTACH TO CMU. O TOP MT.) w/ 1/4"x 3" TAPCONS a t- 12 O.C. W/MAX. 6" FROM END OF BUCK. GWVG N LSTA12 (TYP. ALL 2X WINDOW • EACH STUD OR 110AV. BUCK ATTACHMENT.) 2 2NX4N 1'5LOCKDO EACM IM S TOENAIL 2 PT VERTICAL (ASV) WALL TO BE ATTACHED F d I_ I IL IL 7 00r" SIMPSON A35 0 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S 5PECIFICATION5 WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG, MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X 5UCK5 TO BE ATTACHED TO CMU PER 5PEC5 GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT e TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PIROHI5IT5 2X THICKNESS 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUGK, WITH 2X BUCK EACH SIDE TO EDGE5 OF OPENING. ALL TAPCONS TO HAVE MIN. 1-1/4" EMBEDMENT. WITH 1/2'' ANCHOR BOLT 24" O.C. TYP. Ix4 PT VERTICAL (BELOW) WALL TO BE ATTACHED WITH General Irregular Window Attachment 1/4 x 2-1/4" TAPCON a 12" O.C. OR PER MANUFACT. M 5PEC5. $-2 L Non-Brn . Frame Down Header Detail S_ Multi -use SCALE:NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAIL5 e EA. G NAIL PEG-5 II III 5OLT REFL.,4CE1 IENT CI-4,41RT: • THE FOLLOWING "J" BOLTS CAN BE REP'L,4CEED WITH THE CORRE5P0NDING BOLTS. THE REVERSE 15 NOT APi-LICABLE. FOR FRAME TO SLAB APPLICATION ONL`I'. • NOTE : THE STRENGTH OF THE CONCRETE 5HOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. + FOUNDATION PAGE TAKES PRECEDENCE. + ALL OTHER BOLT OPTIONS MUST BE REVIEWED & APPROVED B'r E.O.R. IN WRITING. L- "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MPSON SET EPDXY 1/2" x 6" 1/2'' x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/5" x 6" 5/al'x 5" EMBED 5/5" x 8" 5/8" x all5/8" x 5" EMBED SCALE: NTS -SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 SHEET. -FRAMING ABOVE/BE51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. LL .. • LLl N c e < w rr��i� o. © • % - � >'.• C: Q `% ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR, SEE TRU55 1/16" MIN. APA DOUBLE TOP PLATE SHEET FOR [RATED SHEATHING (MIN. STUD GRADE 5YP) 5TRAPP4WG FASTEN EA. 5TUD NOTE: TO TOP PLATE Lu/ AT 2x6 WALLS USE SIMPSON 5P2 w/ (12) NAILS FULL DEPTH BLOCKING PANEL EDGE5 w/ (3) 16d TOENAILS EA. END 51MP50N 5PI w/ 10-106 NAILS EA. STUD FOR 5TUD5 BELOW HDR (2) 51MP50N 5P4 w/ 6-10dx1 1/2 NAIL5 EA. 5TUD SE TRUE OG. R MORE INFO 2x 5TUD5 INSTALL I/2 X 6 THREADED ROD IN SIMPSON SET ;L EPDXY Q 2'-0" O.C. (MAX) CENTERED ON r--- WALL, GMU IUALL - 5EE 2X PT B Structural Kneewall FLOOR PLAN FOR BOTTOM $.2 SCALE:NTS MORE INFO. PLATE - EDGE5 (SEAMS SHEATH BLOCKI FOR WAI PANEL SHEATH FOR RO TONGUE GROOVI FLOOR T"'FICAL NAILING 5CNEDULE HIGH WIND NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" R.S. RING SHANK 1/16" 4" 6" 6" WALL 0,131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 1 0.131 x 31/2" COMMON COMMON 3/4" TG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 5HANK (0.280" MIND 5PH6 GONNECTORS IN LIEU OF 5PH4 CONNECTOR5 SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." BOUNDARY NAILING FOR WALL, DASHED LINE INDIGATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. 5U5 FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYGLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED I RIDGE OR HIP. a 12'' OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGE5. GYPSUM STANDARD 5CREW/NAI!_ING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MA50NRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-I/4" TYPE W OR S SCREWS 6 7" O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C.ALONG EDGE10 AND 12" O.G. IN FIELD AT INTERMEDIATE 6UPPOR75, MIN. • 5/0" GYP. ON 16-24" D.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 6GREW5 a 1" O.G. ALONG ALL SUPPORTS, MIN. • 5/0" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/0" SCREWS AT 6" O.G. ALONG EDGE5 AND 12" O.C. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN, Typical Nailing Schedules (Floor, Roof, Wall) SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LTG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY GONTRAGT ONLY. ANY GHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LTG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5,THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK <0 w0o Zw U{V—jxiO0 oteri w'-zvZ7 CC FmEwQ xp0 = _,U7 OS Ldo Ut zN QLI 8WO � Luc zoo i N N M ,zR¢ Fw _ ~ ¢Z ~ >_ 00 _00 azz oN�o�� N F=9�6KWUj 5M p O Locus w1°aa� u_ U U. o~e 0 O Fo z<X f� Lu rY Lu Wz?�F Qt-u Q S¢0.0.m �awww (ii V o ¢C3 JM J � � LLi m Z_ M�- rn �N ad N Q d Ln ee�M uJ F- p 00 M 00 J to w N Z o�r00 ou N Z Z M O D o= W r-F u oo LL X �C Q Ld z 0- a 0 0 11 L DATE 0/4748 SCALE NOTED DRAWN MK/P©K JOB - Sheet content: 1 Structural Details Sheet number: 52 4 DR' MIN. 0.131 x 3" COMMON SEE TABLE FOR NAILING 6 84r8'-�" 's 16" o.c. 5GHEDULE 6 SPLICE3 1013COM.DOUBLE TOP PRE-ENG WOOD TRU55 (T1P) 4-0.131 x 3" LATE WF� APA RATED COMMON aaa al 3-0.131 x 3" COMMONSHEATHING. EA. 51DE OF JOINT 0,131 x 3OUBLE STUD SEE r 4-0.131 x 3" 1/2" COM. NAILING SCHEDULE TABLE FOR � COMMON a 1(0 O.G. STUDS 6 16" o.c. r PT BOTT. -� ATTACHMENT. U.N.O. 4 I /- PLATE 2-0.131 x 31I �� -r �. (1) SIMPSON L5TA12 `, „ 3 COMMON �� r 2 -m.131 x STRAP 48" O.G. TRU55 2x4 BLOCKING (1) 51MP50N LSTA12 I/21' CEILING GYP BD W/ 5d 5 3 1/2 COM. 1 2-0.131 x 3 1/2'' COM. BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7 O.C. OR ro 40" O.0 ATTACHED CHORD 1/2"TOENAIL& 0R�xlp 1/2" NAILS (4QBAY OR DIAPHRAGM ft FROM (60 5 If SEE TABLE BELOW DOUBLE STUD CONDITION TO BOTTOM CHORD EACH END, (0" O.G. MA50NRY WALL) FOR LAP5PLICE OF GABLE UNO, CONTINUOUS I/2 GYP BD NOTE: CROSS BRACING S" MASONRY WALL W/(1) #5 REBAR . -It tt.I I/\lit loI I t � ALL BLOCKING TO BE rl nt i+nti Ir�r.A PP;=P:ATP7) L{AII n(- TYP 2 3 5-0.131 x 3 1/2" TOP PL.�TE �45TENERS COM. 2-0.131 X 3 / -� 1/9r"'nM a I LA'4 I . IIN IN1NI.A.1NCJU I rLH 1 CJIC L1/4 I hiCIJ1C{iL •• COURSE E Expanded Blocking Information Dia ram S 3 SCALE: NTS �_/ - 3 ---- -- TOP PLATE FA5TENER 5CHEDULE (EXTERIOR WALL) / _ „ _ _ _, ,. DOUBLE TOP PLATE 0.131 x 3 1/2" COM. ia 16" O.G. 3-0.131 x 3 p 2-0.131 x 3 1/2" COM, 1/2 COM. 7-41 LAP5PLICE NAILING a 5PLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 3" O/C 0.131 x 3" a 8" O/C \&-�� SECURE RIDGE BEAM TO CLEAT W/ I /�j��_ �,,"�� PT BOTT. PLATE APA RATED 5HEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. (4) 16d TOENAILS EACH 51DE 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 16d NAILS EA / END �� TOP PLATE FASTENER 5CHEDULE (INTERIOR WALL) 4 5TUD CORNER &INGLE 5TUD CONDITION � ALONG TTLIM HEE EXTERIOR�SIDE LAP5PLICE NAILING a 5PLICE ALL OTHER NAILING 24 0 61, O5 0.131 x 3" 0.131 x 3" a 8" O/C � CONTINUE SHEATHING BELOW � T ICI M� AYY- -...... _ ACORNER. BEE 2x4 'IT" BRACE CONVENTIONAL FRMG � ATTAGHEp STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING, OR L5TAI2 PREFAB ROOF PARTIALLY ENCLOSED 5UCH 45 A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. a 16" O:C. TRU55E5 a o ENTRYWAYS k PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP 5PLICE 15 OVER 16" AWAY 24" O.C. - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" PRE-ENGINEERED OVERLAP TRUSS BRACING N OTE 6: __1 WOOD TRU55ES a LEAST ONE TRU55 5PACE 4'-0" 4'-0" 12d COM. 6 6" OVERLAP °. 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE 12 SOUTHERN YELLOW PINE e 24'' O.C. MAX. SECTION 51ZE SHALL 12" O.C. 4-16d COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL51" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF 5PAN AS FOLLOWS: 2-Sd COM. &IMP&ON 5PH4/6/8 EACH END (UN.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-O" TO 15'-0" ---- 2X10 UNLE56 NOTED OTHERWI5E, AT A OR 51MP5ON 5DWC15600 FROM OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-O" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 2-2"x4" W/I/2" PLYWD. MINIMUM ALL STUD TO TOP 8'-0'' TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'5 UNSPECIFIED FRAME PLATE Gable Diaphragm Side Wall MAYBE TURNED TO FRAME F2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) , FLATWI5E 50 NO CONNECTIONS SHALL S-3 (For illustration Only) SCALE:NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. so SPACER 15 NEEDED. 1601 COM.,@ 8" O.C. �10d CONSIST OF (3) 0.131"X3-1/2" END 0.131 x 3 1/2" COM. Is 8" O.C. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ COM. ,a 12" c.c. NAILS OR TOENAILS. APA RATED SHEATHING. SEE SIMPSON M5TA24 TEN51ON 5TRAP5 Q EACH TRU55 U51NG (14) 106 NAILS. INSTALL THE 4-16d COM. SEE NAILING - NAILING 5CHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED [ATTACHMENT. STRAP BY CUTTING A HOLE INTO THE SHEATHING 'a EACH SIDE OF TRU55 # THREADING *A 51MP50N MSTCM 60 5CHEDULE TABLE FOR ATTACHMENTSINTERSECTING U.N.O. W/(4) 0.131 x 3 1/2" NAILS @ THE U-5HAPED STRAP FROM BOTTOM of TRU55 TOP CHORD To TOP of CLEAT. INT HEADER (NON -BEARING) MAY BE 5UB5TITUTED FOR &IMP&ON HTT4 W1 BLOCKING AN HTT4 WHERE LOCATION 5/8" DIA A.B.' 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 51MP50N HT520 W/ ( 20) 10d ALIGNS WITH A FILLED NAIL5 FOR 2x12 RAFTERS, (16) 106 NAIL5 FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 CELL, MINIMUM (2) 0.131 x 3 1/2" MINIMUM PX4" TRU55 ,,4X RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN& LESS THAN 4'-O" 10d NAIL5. PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) SEE NAILING SCHEDULE `o TRUSSES a 24" O.C. 5. SECURE RAFTER& TO RIDGE BEAM U51NG &IMP50N L55U210 SLOPING HANGER W/ (10) 10d p General Wood Attachment Details STUD CORNER Truss Bing Overly Detail TABLE FOR ATTACHMENT. U.N.C. /2 CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d FOR 2x10 RAFTERS. USE L5&U28 Wl (10) 10d e (5) IOd 1 1/2" FOR 2x8 S-3 SCALE: NTS 5rR4PPiNG INFORrtarloN COOLER NAIL5 -I" O.C. EQUAL; RESPECTIVELY x S- 3 SCALE: NTS A DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0'' Ft FROM MASONRY WALL) OR GREATER. 2x(o RAFTERS W/ 5PAN5 LE55 THAN 4'-0'' MAY BE TOE -NAILED TO RIDGE (1) 51MP5ON LSTA12 STRAP 48" O.C. BEAM W/ (S) 10d NAIL5. INTERIOR 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR VOLUME SEE FLOOR PLAN FOR (1) &IMP50N HCTA20 SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 5TRAP5. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. 1 AREA TOP PLATE LENGTH WIDTH 48" O.C. ATTACHED TO BOTTOM CHORD OF EXPANDED 0.131 x 3 1/2 TOENAILS EACH END, BLOCKING UNO. Valle Set Attachment Detail (I) M5TA30 AT EVERY �� .•" .'. DBL F,45TEN CAP TO CHASE w/ �0.131 x 3 1/2" R.S. NAILS e 12" GABLE DETAIL (TYP) FLAT OR CATHEDRAL " L ,� S-3 SCALE:NTS PRE -ENGINEERS PRE-ENGINEERED OTHER STUD (32" O.C.:• MAX.) FROM UPPER STUD Q •<v : co O.C. ALL-AROUND 8" MASONRY WALL W/(I) #5 1/2" GYP BD WOOD ROOF �TRU55E5 WOOD ROOF TRU55E5 .., TO LOWER TOP PLATE, ?w KNEEWALI� INSTALL 51MP50N LU524 REBAR CONT. IN tl, KNOCKOUT COUR5E NOTE: GROSS BRACING 4 INTERIOR WRAP TOP PLATE AS .. NEEDED FOR FULL ; :vim WALL SHEATHING NAILED PER ALL BLOCKING TO BE REPEATED 48" O.C. TYP. MIN. EA. SIDE OF THE STUDS MIN. ALL RAFTERS SHALL BE #2 lI CEILING JOI&T5. JOISTS PLYWOOD TO EXTEND TO VOLUME AREA NAILING. IF STUDS ALIGN, �� •., STRAP SHALL EXTEND �i '• 10'/5-2 DBL 2X4 16 O.C. TO BE PER. NOTE #1 SOUTHERN YELLOW PINE � 24 O.C. MAX. SECTION 51ZE SHALL BOTTOM OF WALL INSTALL (I) M5TAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER STUD TO fie�d' ..., PLATE CONT. @ 8'-0" (MAX.) TYP. Masonry Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRU55 (SEE PLAN) LOWER D. _ : W/ 51MP532 ° G S-3 SCALE: NTS TO THE LENGTH OF SPAN A5 FOLLOWS: AT EACH TRU55 Extended Bottom Chord Attachment Details HT520 � 32 s 2x4 WE) CONST. r O.C. OR G516 TO ALIGNING FLASHING ALL-AROUND 4P0oT0 8' IO" ---- 2X6 SCALE: NTS 1(0" O.G. w w 0 5TUD5 BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM 8'-0" TO 12'-0" ---- 2X8 WITH (4) 0.131 X 3-1/2" NAIL5 �n 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND 12'-0'' TO 15'-0" ---- 2XIO CUT OUTSIDE EDGE ATTACHMENTS PERIMETER. IF ABUTTING 15'-O" TO 18'-O" ---- 2X12 NOTES: PLUMB TO ALLOW MA&OINRY USE P.T. 5YP #2 1 1. ADJACENT NAIL5 ARE SOLID CONNECTION w/ SHEATHING FASTEN C5 16 TOP CHORD TO 2x4 DIAGONAL X X. X ATTACHED W/(4) 0.131 x LEDGER AND ATTACH TO MASONRY W/ 1/4" DIA. X 3" DRIVEN FROM OPPOSITE 51DE5 OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" 3 1/2" NAILS 'a TAPCON5 e 6" O.C. MAX. NOTES 2. ALL NAILS PENETRATE e / BLOCKING w 114" x 5" WOOD SCREWS 'a 4" EA. CORNER SHEATHING. SEE NAILING SCHEDULE ML x INTERSECTING W BLOCKING ].ALL .CEILING FRAME TO BE A5 PER TABLE LEAST 3/4 OF THE THICKNE55 OF THE LAST m m O.C. ALL-AROUND TOP CHORD ENG. TRU55E5 -a 24: O.G. TABLE FOR ATTACHMENT. U.N.O. 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLAN5 FOR SHEATHING LAMINATION 3. FOR 4-PLY, PROVIDE I/4" N ° (1) SIMPSON L6TA12 1/2" CEILING GYP BD W/ ATTACHMENT. 3. WHEN INSTALLING 51MP50N PRODUCTS REFER DI A, X 5 1/2" LAG SCREWS OR EQUAL _ _ = � EACH END OF "L" 5d COOLER NAILS 7" O.G. OR EQUAL, DIAPHRAGM TO 51MP50N'5 IN5TRUCTION5 4 (5104CE 45 SHOWN FOR ROOF SHEATHING 2x(o BLOCKING FASTENED TO FRAMING w 4-0.131 x 3 1/2" BRACE AREA (4 BAY OR 8 Ft SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X 5YP #2 AND SAME 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4 " NAIL5 EACH END 2x4, 2x6, OR 2x8 FROM MA50NRY WALL) M T . Frame Down CI . DEPTH AS RAFTERS (PT AT MASONRY DIA. X -I" LAG 5CREW5 ° ° O.C. SEE FLOOR S 3 SCALE: NTS CONTACT). OR EQUAL 05PACE AS SHOWN FOR 3-PLY) _ 1 B Fire lace Chase Detail PLAN FOR SIZING OF 5TUD5 PRE-ENGINEERED TRU55E5 a 24" O.C. FLAT OR CATHEDRAL 5. REFER TO NDSECTION 15.3 FOR ADDITIONAL - „ $-3 SCALE: NTS 2x BLOCKING a ALL (1) 51MP5ON HIOA OR HT516 SHEATHING 6EAM5; USE EDGE NAILING SCHEDULE. NOTE: GRO55 BRACING 1 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRU55 [5CHEDULE TABLE FOR ATTACHMENT, H TYP. Frame Wall Gable End REPEATED 48"O.C. TYP. ENGINEERING U.N.O. S-3 SCALE: NTS 1t_ot, M,4X APA RATED PRE-ENGINEERED APA RATED SHEATHING SEE NAILING NOTES: INFORMATION ° "TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER I a I TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPT I ON5." MEN LUMBER DEPTH5 (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 51MP50N 5D525(o00 W00 BE SUBSTITUTED FOR R.S. NAILS 0.131 x 3" R.S. NAILS 14) 6" 5CREW5 STAGGERED e 6" ANY STUD WORK AT 16" STAGGERED a 6" O.C. O.G. ALONG THE LENGTH O.C. ALONG THE LENGTH OF CC; MAX. SPACING (#2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER; FOR 5YP MIN.)" OF THE COMPONENT COMPONENT5 WIDER THAN COMPONENTS WIDER THAN 8" SHEATHING. SEE TRU55E5 Q 24" 5CHEDULE TABLE FOR ATTACHMENT. 8" USE l3) ROWS. USE (2) ROUJS 6" O.G.. TAB SCHEDULE a U.N.C. N 142 m h MAX., Ex . C, Enclosed Exterior Frame Wall Table Q T . Nailing Schedule for Built -Up Columns & BEAMS ATTACHMENT. U.N.O. SEE DETAIL A $'3 SCALE: NTS NOTE: THREE OR S-3 SCALE: NTS ON TH15 SHEET OMPRE55ION WEB PROPPED MORE REPEATED (TYP) &LOPING OR GABLE END FOR IDENTICAL TRU55E5 VERTICAL SEE EXPANDED CONTINUOUS 20'-0" 20' 0" OUTRIGGER SHALL HAVE � WHEN TRUSS � STUD ARE NOTE: BLOCKING DIAGONAL 5RACE5. ALIGNED 51MP50N TW15T I. SEE TRU55 BOTTOM CORD DIAGRAM STRAP TYPE CONNECTOR BRACING UNBRACE WALL HE IGHT #2 5YP 8'-0" 2X4 6 16" O.G. 8'-8" 2x4 @ 16" Oz. 9'-0" 2x4 16" Oz. 9'-4" 2x6 16" Oz. 10'-0" 2x6 e 16" o.c. (1) SIMP&ON 2x4 BLOCKING I/2 CEILING GYP BD W/ L5TA12 5TRAP ATTACHED W/ (2) 56 COOLER NAIL5 -I" (A5 REQUIRED BY ONTINUOU5 PERMANENT LATERAL (HTS/MTS) MAY BE M4NUFACTURER'S MIN. 48" O.G. 0.131 x 3 1/2" R.S. O.G. OR EQUAL, SCSI) BRACE (CLB) NAILED TO TRU55 4 STUD TiRUSS ENGINEERING TOENAIL& EACH DIAPHRAGM AREA (4 BELOW. NO 5PH4 15 WHEN STUD 15 NEEDED THIS STUD. NOT ALIGNED CUT SHEETS FOR END, UNO. BAY OR 8 ft FROM HETA 2,D 48" O.C. MASONRY WALL) ATTACHED TO \-1/2'' ERMANENT DIAGONAL BRACE ° o WITH A TRU E NOTE: � °°° AND/OR WHEN ADDITIONAL PERMANENT BRACING GYP BD FLAT OR CATHEDRAL BOTTOM CHORD OF 1/2" CEILING NAILED TO OPPOSITE &IDS OF WEB "AT Zx6 WALLS USE SPN6 0 ° TRU55 STRAP 15 THAT M`l FE REQUIRED. CLB pIAGONAL BRACE GABLE GYPSUM BD TO PREVENT LATERAL MOVEMENT 8 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY ° ° 2. 'IT" BRACING MIA"' BE REQUIREDD BY 5HOULD BE REPEATED 5PH4 CONNECTORS SHOWN. ° ° ATTACHED TO USE SPHS USED IN PLACE OF NOTE: GROSS BRACING APPROXIMATELY 20' INTERVAL&. AT 2x8 WALLS / STUD USE (1) BG51 8" MASONRY WALL ALL BLOCKING TO BE CONNECTORS IN LIEU OF &IMP50N 5PH4 PERMANENT BRACING Z W/0) 15 REBAR CONT, REPEATED 48" O.C. TYP. Ix4 MIN. BRACING W/(3) 0.131 x 5PH4 CONNECTORS SHOWN. OR SP2 PiRO�/IDED IT EXTENDS ut IN KNOCKOUT COURSE 3 1/2" NAILS 6 INTERSECTING FOR WALLS LARGER THAN OVER a LEAST 130% OF Q- WEBS 2x8, USE SIMPSON 5P1'6 ON TYPICAL HIOA CONFIGURATION, DO NOT NAIL THE UJEB. EACH 511DE OF STUD TO THROUGH OTHER 5TRAPPING/CONNECTOR5. BOTTOM PLATE 8 51MP50N I_ CL c° wI c� m K G a e ec ion - o r a e eS I U•N.O." - SCALE:NTS S-3 SCALE: NTS TOP BOTTOM CORDS-y^1-01ui�h NOTE: SEE TRU55 LAYOUT GABLE END. BRACING a FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIRST 5TRAPPING REQUIRED $-3 SCALE: NTS s-3 SCALE: NTS (4) RO S OF TRU55E5 � NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5,THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK 0 ° "' 0 z^ 0<W0 UJI zo S sz D w Gzw,apu,°=0 - V2,z, o�° zQ=°a~ �$wz� c7x5 wo2F i�z<N z wv=� 00 z°z co z _ �� =zW p 0 �W=W Wlul, LL 3 _; o~cp~O zUw,>-=pJ O LLiw3U ID Z'I p� U_ � W3W u,zza� J Q UJI *aim '-U, -US N ova 0 T JM � � M C9 � `Lnn w Z c/f M N d 00 Lu 00 en wM LU � It* 0 r4 3 Lnn Z ()00 LL < ac � Z ryi0 w k a 00 a " Uj z a ra O > a 00 . ..,• C .11 r c2 •• .•'�� �� 11 �� DATE 014743 SCALE N01'j5D DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 53-142 �— DBL. 2 x 4 TOP PLATE SIMP50N 5PH4 a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: I. WHEN WALL 15 PARALLEL TO PI COR SYSTEM STRAP TO TOP & BOT. CORD OF TRU55, 5IMP50N L5TA30 w/ 22 -10d NAILS a 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING a 5EAM5 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FIN15HED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALL5 TO BE CONSIDERED SHEAR RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR 5OFFIT 4 FASCIA DETAIL WE). HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE g ELEYATION5 WINDOW SEE FLOOR PLAN FOR 51ZES INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE 5IMP60N C516 OR 5IMP50N M5T,436 a 32" D.C. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 *2 5YP RIM w/ (5) 0.131 x - 3 1/2" NAIL5 EA. TRU55 J015T (INSET) 2x4 FLATW15E VERT. BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN 6TIRAP5. 2x4 *2 5YP RIM w/ (5) 0.131 x _ 3 1/2" NAILS EA. TRU55 J015T ( INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR -- STRAPPING INFORMATION 8" CONC, K.O. BLOCK BOND — BEAM POUR SOLID W/ 1 - *5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE-CA5T CONG. SILL 4" HIGH CONC. BLK. 8" CMU PER A5TM-C 90 1900 P51 MIN, W/ TYPE M OR 6 MORTAR PER ,45TM-C 210. 5/6' CEMENTITIOUS FINI5H PER FBCR 103.E NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'S ON EACH 511DE OF STUD TO BOTTOM PLATE 8 6IMP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATE5. U.N.O." ENGINEERED ROOF TRU55E5 624" O.C. MAX. 12 ELE INSULATION BAFFLE INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2 GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 5EE TRU55 LAYOUT FOR 5TRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 51MP50N 5PH4 a 16" O.G. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK a WINDOW 2 X 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD 3/4" TIG GLUED W/ CON5TR. ADHE5IVE 8 NAILED SEE SCHEDULE DETAIL "01' ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 a 24" O.C. Z7� '4 ° 51MP60N HETA20 a 32" O.C. IF ATTACHED TO RIMJ015T5. 624" O.C. MAX 1F ATTACHED TO FLOOR TRU55E5 04 1/2" CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER 9 OPENINGS 4 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHE[)ULE I x P.T. BUCK STRIP WINDOW SILL - CAULK a WINDOW 1/2" GYP5UM BOAR[) 4"GONG. SLAB. SEE FOUND. PLAN a .4. b FOOTING SEE FOUNDATION PLAN FOR 51ZE5 4 MORE INFO, A Typical Two Story Wall Section $ 4 SCALE: NTS DBL. 2 x 4 TOP PLATE 51MP50N 5PH4 a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WD. HEADER (U.N.OJ Wl 1/2'' FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 7/16" APA RATED 5HEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 6-2 USE DOUBLE KO BLOCK COUR5E5 WITH 2 - *5 BARS CONT, IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN D15TANCE 3i4UN5RACED LENGTH OF MASONRY WALL= TOPI/a 15 LE56 THAN OR EQUAL TO 6'-6" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-*5 BARS CONT, IN LIEU OF THE DOUBLE COURSE SHOWN IN TH15 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID (2500 P51) W/ 2 - *5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RE515TANT PRE-CA5T CONC. SILL 4" HIGH CONIC. BLK. 8" CMU PER A5TM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/8" CEMENTITIOU5 FINISH E F C 7036 ENGINEERED ROOF TRUSSES e2411 O.C. MAX. 12 SEE ELE SEE ELEVATION PAGES FOR ROOF COVERING DETQATHINCx �� INSUBAFFAE ION — `— INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2 GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH5 a 16" O.C. EACH bet STUD (12) 106 NAILS EACH. ELEVATION GYP.. BOARD I R B R 1e. WINDOW SILL CAULK a WINDOW 2x851LL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J" 5005 4 WA5HER5 W/ 5 IMBED a 2'-0" O.C. (MAX.) CENTERED ON WALL. 51MP50N 5PH8 2x5 PT 50LE PLATE IX P.T. FURRING HORIZ.U. `��• .•• "'•••. j°i .� o . • w z Y:W 0 o N J CIO e x 6 P.T. CURTAIN NAILER a OPENINGS 111181111 PREC45T CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEOULE I x P.T. BUCK STRIP WINDOW SILL - CAULK a WINDOW 1/2" GYP5UM BOAR[) 41'CONC. SLAB, SEE FOUND. PLAN �4',OTING 5EE UNDATION PLAN R 51ZE5 & MORE , o. c Typical Two Story Wall Section $� W/Q Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLF-55 TO ANY LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK uj o p O z L I J O Z O W N l U _W W F.W O t-- S O a J °QW- 0 W d xd W = Ln zo°�� ?,°az L. Z O J C L I z Y 0 0 G = C4 V 1 M Z Z z 2 8 2- M R Z N J 00 Faoo ''j �n ZOz cc z <cZ� Sz � z o. S,2a~ ^' CC �aFo W@ LL zp30 zwZ L CC 1L = W U c9 Z a �-- n LJJ 0 > U U W LLI U -J z z zM W Fa-aW FIJ p�{Zy2 amap>W[ VQ) z p a DU Jcn O M Iw— Ln w Z_ M cV �- M OG - q d' Ill 00 J w W N d 00 M �N cc - - Ln Z 00 o C9 zu-oQ '�J Z ni 0 Ca NJ Q �0000U au-- W S (A �- a O o T z 0 U) 0 LLI DATE DI-1%-lB SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING s 48" O/C ----- -- 5PH4 CONNECTORS SHOWN, FOR THE FIRST V-0" OF END WALL—2Np FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 8 BOTTOM CONNECTORS IN LIEU OF 51MP50N SPH4 TO EA. DBL 2x 5.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 51MP50N G516 OR M5TA36 STRAP 5PH4 CONNECTORS SHOWN. STUD WITH 12-106 x 1 1/2 COMMON TOE NAILS G 32" O.C., EVERY OTHER FOR WALL5 LARGER THAN NAILS. EACH STUD 2x8, USE 51MR50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMPSON FOLLOW TABLE BELOW 51=2'6 ON EACH SIDE OF FOR APPROPRIATE �- LOOR J015T-SEE FRAMING PLAN STUD TO TOP PLATES. U.N.O." SPACING 8 SIZE OF WALL 5TUD5. STUDS SHALL BE INSTALLED WEEP SCREED INSTAILED PER MAX. 16" O.G., SEE MANUF. 'N'/5-3 SIMPSON HETA20 a 32" O.C. MAX. 2x4 S.Y.P. *2 RIBBON 2°X4" CR055 BRACE W/4-10d Q EA. FLOOR 48" O/C FOR THE TRUSS, 15T 2'-0" OF END WALL G516 OR MSTA 36 W/ (4) 0.131X3 1/2" s EA. END 32"O.C. (36" LONG) a INTO 2"X4" BLOCKING 51MP5oN A35 ANGLE FROM EA. STUD TO lU/ 12-8dX 1 1/2° REFER TO TYPICAL 2-STOR (2X12) WOOD BLOCK OR NAILS EA. STUD TO INFORMATION NOT FOSHOWN FLOOR J015Tr DECKING TOP CHORD 2x4 BEARING 2x12 5YP 12 WOOD 3-0.131 x 3 1/2" EA. WALL W/ STUDS BLOCK BETWEEN JOINT SIDE. 2X4 PANEL BLOCKING 16° ac. FLOOR J015T WITH 5-166 a 48" 0/C FOR THE FIRST 2ND FLOOR FRAMING v16 APA RATED WOOD TOENAILS. HETA20 � 32 O.C. ON THE V -0" OF END WALL FROM SHEATHING INSIDE FACE OF 2x12 EA, END. (TYP) TOP 4 51MP50N C516 OR M5TA36 OR SIMPSON 6PH4 BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD EA. STUD NOTE: W/ (3) 0.131 X 3 TOE NAILS (ABOVE/BELOW), FLOOR J015T, OR SEE 'N75-3 FOR STUD INFORMATION r><l BLOCKING. PRE -ENGINEERED PRE-ENGINEERED FLOOR J015T ROOF TRU55E5 LOOK J015T-5EE FRAMING PLAN ALT. Frame/Masonry Connection #1 S 5 SCALE: NTS NOTE: CEILING BOARD PER ADD 2X4 BLOCKING 'a ARCH. PLANS I" 15TA3ro OR C816 OR NOTE: 2"X4" CRO55 BRACE HETA20 WHICH 15 NOT ex "AT 2x6 WALLS USE 5PH6 @ 48" O/C FOR THE ALIGNED UJ/ TRU55 VERT. HT516 W/ 16-IOd 2X4 BLOCKING w/ NOTE: CONNECTORS IN LIEU OF 1ST 2' 0'1 OF ID � WALL ENp WEB U51NCz 2-0.131" X 3 1/2" EA. TRU55 TO 3-0.131 x 3 1/2" R5 "AT 2x6 WALLS USE 5PH6 5PH4 CONNECTORS SHOWN. TOENAIL5 a EA. END. BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF AT 2x8 WALLS USE SPHS INTO 2"X4" BLOCKING HANGER PER TRU55 PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. CONNECTORS IN LIEU OF MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 5PH4 CONNECTORS SHOWN. CONNECTORS IN LIEU OF FOR WALLS LARGER THAN 5PH4 CONNECTORS SHOWN. 2x8, USE 51MP5ON 5P1'5 ON H Floor Truss To Girder Connection FOR WALLS LARGER THAN EACH 51DE OF STUD TO 2x8, USE 51MP50N 5P1'5 ON BOTTOM PLATE 8 SIMPSON 1\1,LV SCALE: NTS 5P2'5 ON EACH SIDE OF EACH SIDE OF STUD TO 2;0,. BOTTOM PLATE 4 SIMPSON STUD TO TOP PLATE5. U.N.O." FLOOR o 5P2'5 ON EACH 51DE OF SIMPSON 5PH4 TO 2"x4" PANEL BLOCKING e 48" O.G. FO J015T STUD TO TOP PLATE5. EA, STUD TOP 6 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) U.N.O." BOTTOM OF WALL. END. (TYP) TOP 8 BOTTOM CHORD I/2" DIA NUT ATTACHED W/ (2) 16d TOE NAILS. W1 MIN, 1-1/4" WHEN CR055 BRACE ANGLE DIA x WASHERGREATER THAN 45' EXTEND PANEL 1/2" DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END 2X BEARING WALL U1/ THREAD ROD BELOW FOR WALL. STUDS 6 16" O.C. APPROPRIATE 7/16 APA RATED 1/2" PIA /2" DIA SPACING d SIZE OF PRE-ENGINEERED GINEERE �/� WOOD SHEATHING `'� RE-ENGINEERED TRUSS ANCHOR BOLT COUPLING WALLor SHALL EED . INSTALLED JOINT 2x6 SOLID BLOCKING W/ A.B. EXTENSION DETAIL 6 MAX. 16" O.G. COUPLER NUT 3-0,131 x 3 1/2" TOENAILS m EA. END DIA. 1/2" J-BOLTS 2"x4" CROSS BRACE 48" O.G. FOR 2 X 4 RIBBON OR WITH 51MP50N THE 1st 2'-0'' OF END WALL W/ (2) 10dx3" ATTACHED To EACH SET EPDXY, 5" _"' 2X4 RIBBON EA, END INTO 2"x4" BLOCKING. FLOOR J015T WITH 3-0.131 EMBEDMENT 24'' w/ 3-166 (ANGLE NOT TO EXCEED 45*) x 3 1/2 NAILS SEE "'" WHEN EA. TRU55. W. *** WHEN ANGLE 15 GREATER THAN 45°, DISTANCE IS SIMP50N C516 EA. 5TUP CRO55 BRACE 6 48" O.G. FOR THE 15t LE65 THAN 2'-0" To BASE of 2x4 4'-0" OF END WALL. THE FIRST BAY RIBBON BELOWIMP50N HT516 EA.TRU55 51MP50 TYR LOAD HETA20 REFER TO TYPICAL 2-STORY WALL BEARING WALL SECTION FOR INFORMATION NOT W/UPLIFT NOTE: CMU WALL SHOWN 5-3 FOR STUD INFORMATION G Cantilevered Floor Truss Over Wall S5 SCALE:NTS ALT. Frame/Masonry Connection #2 Floor Truss Parallel To Br . Wall S-5 SCALE: NTS S S SCALE: NTS NOTE: `� %tillitill, ATT2x6 WALLS USE SPH6 "AT 2x6 WALLS USE SPH6 �� '� �3�1�/j `�°'i CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF ,�����, • •. rr 5PH4 CONNECTORS SHOWN. TRU55E5 e24" O.G. Z. •• o 5PH4 CONNECTORS SHOWN. TRUSSES 24 O.C. � Ali: AT 2x8 WALLS USE SPHS AT 2x8 WALLS USE SPHS Sly M o Pi ; f CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. SPH4 CONNECTORS SHOWN. ©:z FOR WALLS LARGER THAN FOR WALLS LARGER THAN :. y o INSULATION PER ENERGY CALCS 2x8, USE 51MP50N 5P1'5 ON INSULATION PER ENERGY CALCS v z 2x8, USE SIMPSON 5P15 ON EACH 515E OF STUD t0 % G�•'� 1z, EACH SIDE OF STUD TO BOTTOM PLATE 51MPSON 1/2" GYPSUM CEILING BOARD BOTTOM PLATE 4 6I�MP50N 1/2 GYPSUM CEILING BOARD 50TT ON EACH 515E OF HURRICANE ANCHOR EACH TRU55 5P2'5 ON EACH 51DE OF HURRICANE ANCHOR ,@ EACH TRU55 ��♦j�bc� STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING SCUD TO TOP PLATE5. U.N.O. PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION �s��oie�ooeoe DBL. 2X TOP PLATE DBL. 2X TOP PLATE 2x4 SOLE PLATE 2x4 50LE PLATE 5PH4 6 EA. STUD PROVIDE (2) lrod 5PH4 EA. STUD PROVIDE (2) 16d COM -a EACH TRU55 1/2" GYPSUM COM @ EACH TRUSS 1/2" GYPSUM SIMPSON C516 W/ MIN (22) 10d 3/4" TAG GLUED W/ CONSTR. ADHESIVE 51MP5ON G516 W/ MIN (22) 1063/4" T8G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) B NAILED SEE SCHEDULE1CONS DETAIL "0" COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "0'' 11050 MAX @ 24" O.C. MAX OR ON SHEET S-2 1i05 MAX s 24 O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP PLATE (IST FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD EXTEND SHEATHING TO FLOOR TRUSSES 24" O.C. FLOOR TRU55E5 24" O.G. 2x4 02 5YP RIM w/ (3) 2x4 02 5YP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRU55 16d NAILS EA. TRUSS WALL GIRDER J015T (INSET) J015T (INSET) 1/2" GYPSUM BOARD — 1/2" GYPSUM BOARD PROVIDE (3) 0.131 X SIMPSON MT516 3-1/2" TOE NAILS At EACH FLOOR TRU55 FLOOR TRU55 TO WALL GYPSUM CEILING BOARD W/ KN CK - 24" O.G. MAX. I/2" GYPSUM CEILING BOARD W/ KN CK - BELOW DOWN DRAG FINISH SEE NOTE ON N-1 PAGE DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION i/16" SHEATHING MIN., FOR GARAGE APPLICATION SEE GENERAL NOTE DBL, 2X TOP PLATE w/ 51MP50N 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON 5PH4 e 16 O.C. w/ (12) 106 NAIL5 EACH 16" O.C. w/ (12) 106 NAILS EACH 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT e 24" 1/2" ANCHOR BOLT 6 24" O.G. W/ NUT 4 2" SQUARE O.G. W/ NUT 4 2" SQUARE 51MP50N C516 PT 2X BOT. PLATE w/ BY 1/5" WASHERS PT 2X BOT. PLATE w/ BY I/8" WASHERS W/ MIN (22) 10d SIMPSON 5PH4 EA, SIMPSON 5PH4 @ EA. COMMONS (11 STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE STUD w/ (10) 10d NAILS MIN, EACH END) EACH EACH FOUND. PLANE SEE FOUND. PLAN BEAM / GIRDER 2x BOT. PLATE PRE-ENGINEERED ° FOOTING SEE FOUNDATION p4 FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRU55 PLAN FOR SIZES 4 MORE INFO. . PLAN FOR SIZES d MORE INFO. NAILS a 6" O/C d O Typical Two Story Interior Bearing Wall Section D T ical Two Stor Interior Bearin Shear Wall Section F Second Floor Frame Connection Girder S-S SCALE: NTS S`5 SCALE: NTS S 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6AR1?LE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERIN6, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THE5E PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK o_ Z ° xW Uj owLLE F=O¢� W G. LS, >-1:w=W =i jtN�a' Wz0Fo�W ZzL aZ 1 OU, wzz=r az za2Z 00 zv`^`50=0 a °�=m�OZ oc Z w xZL i szW O t- Z ac P_aFa w1= Lw<~ U. U N z W W O 0 ww3O C7z�F n LJJ L. L tUzK W�WW7 J LU < WwZ�� Q z a zaww .5 ~CcLUM N a0� _ u o a JM O LO (� V� Ln ui H Z N M N a m J 00 mom W V 11 ?a I!) 000 C9zoff¢ �W m0 UZ LLj r-4 u 0� .J xa ate. w zz a C.. O C > � z 0 U) 0 JE 0 DATE 01-17-16 SCALE M07 5,D DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 5� DRYWALL OVER FUF BLOCK W ll/16xll/16 COVE MC ("100) Ix(o TRIM EAD (WINDOW PER PLA (WINDOW PER PLAN) SILL COMPOSITE WINDOW SILL Ix/o TRIM Till I II BEAD BOARD — PANELING DRYWALL FIN16H - OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) --- LINE OF WALL BELOW lx6 TRIM LINE OF TRIM___-- -- BELOW---------- L DRYWALL FINISH COMP051TE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: I' . r-0' SHIM AS 1'-4' REOV. INVERTED 2 114' I' DOOR CASING (03(o6) 2x 5TUD5 (PER 5TD. PLAN) BASE CABINET 1/2' DRYWALL 0366 BASE BD. QUARTER ROUND CALI. TOP 6' W. CORIAN CAP TILE FIN15H — OVER WATER RESISTANT WALL BD. SHOWER SCALE: 112' 1'-0' TEMP. GL. ENCL05URE — 2x 5TUD5 (PER PLAN) —1/2' DRYWALL 3 1/4' 5A5E BD. l#366) SECTION WINDOW )ETAIL 1/4" DOOR CASING ELEVATION l036(0) LINE OF WALL-7 --"""-- BELOW (NICHE LINE OF CASING PER PLAN)_ BELOW _-- COMPOSITE WINDOW SILL PLAN 7 DRYWALL FIN15H OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: I'; r-0' SHIM AS MOD. INVERTED 2 1/4' DOOR CA51NG (03(o6) 2x 5TUD5 (PER 5TD, PLAN) BASE CABINET Ill' DRYWALL 3 1/4' BASE BD. (%b) QUARTER ROUND HIGH BAR TOP SCALE: 1/2' -- I'-0' 1/2" DRYWALL S" W. CORIAN BELOW CAP CAP � TILE FINISH OVER WATER II II RE515TANT �I I� WALL BD. BATH it I� SHOWER SHOWER I I SIDE 7 f PLAN SHOWER LOW WALL SCALE: 112' -- 1'-0' TEMP. GL. ENCLOSURE 8" W. CORIAN CAP � p ux 2x STUDS (PER STD. PLAN) 2" vAINTY M CABINET 3 1/4' BASE BD. 1+366) VANITY LOW WALL SCALE: 10' : 1'-0' TILE TO WRAP IN WINDOW (WINDOW ----�_ PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL -- EDGES INVERTED 2 1/4' ----' DOOR CA51NG (036(o) DRYWALL FINISH -- OVER FURRING ON BLOCK WALL Lr RIFY TOP (WINDOW PER PLAN) LINE OF WALL —� AN SILL BELOW )JECT 1/2" OUT ECEIVE TILE) LINE OF CASING --- BELOW COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4': 1'-0' SILL fE WINDOW DETAIL DOOR CA51NG ELEVATION L DRYWALL FIN15H PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: I'- P-0' FLOORING / 5,45E 5OARD NOTE: UJ�4EN TILE FLOOD' 15 5ELEGTED ONLY' 5,45E 5OARD 15 IN5T,4LLED- WHEN WOOD FLOOR 15 5ELECTED 5,45E 50ARD AND 5NOE MOULD ,4RE IN5T,4LLED. Ix JAMB (BI-PAS. DR5. PEF PLAN) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (036(o) HELD DOWN 1/2" 1/2' WOOD FILLER HEAD DRYWALL FIN15H OVER 2x WALL (SEE (5I-PA55 PLAN) DR5. PER PLAN) L 2 1/4" DOOR CA51NG (#36(o) HELD OVER 1/21 PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: I'- P-0' MAIN HOUSE GARAGE DRYWALL 5A5E BD, TO OVER _ LAP SLAB STEP AND DRYWALL TRANSITION 3 1/4' BASE BD. /(036(0) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: 1' : 1'-0' NOTES: D AWINCz& ON 11 "xll" 5�4EET WILL 5E ONE HALF T" 4E= &CALE NOTED 5 1/4 CROWN a (045) 5 1/411 CROWN SCALE: 1' . 1'-0' Ix8 --- ROUNDOVER W/ WHITE PINE .---"- ROUTER 1/2' DRYWALL 31/4' BASF BD. 2x6 WALL 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCE' IxlO ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL 31/4' BASE BD. (0366) 24 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN 5G4-E'l"o' TRIM DETAILS x w NW O Nh W �Mn M _ Lim Wm Lu 0 � E NM 4 co 'JOB NUMBER 22066' CAD FILE U L ISSUED 06-16-16 RENSED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TM 813. 925. 1800 FAX W W WI7AVISBEWS.COM TAMPA • T:)ENVEIZ EST. 1W4 TRIM • T17LE • TYPICAL 7R/M DETAILS LSKET TD, I 1 " .i l LJ-8090-5 OAK 5 1/4" LANDING TREAD RAILING LJ-1021 STANDARD - 42" H. R05ETTE KNEEWALL (OPT. LJ4010 RAILING SHOWN) Ix6 PAINTED BASE PLATE 3 1/4" BASE BD. AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL LJ-4045 POST NEWEL P05T— LJ-1021—"—`- ROSETTE l � LJ-4m40q/ NEWEL POST LJ-1011 LEVEL QUARTER TURN LJ-4040 NEWEL POST OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS Ix6 PAINTED BASE PLATE LJ-6010 BOARD SKIRT 3 A SASE RAILING AS APRON Li-5015 WOOD -- BALUSTERS BASE (3 PER TREAD) CAP MOULD STANDARD - LJ-8014MR1 Ixl2 SKIRT TREAD FOR CARPET BOARD (OPT. LJ-8010 SERIES TREAD SHOWN) LJ-W% OAK lx5 PAINTED LINEAL COVE - RISER MOULDING LJ-8010MR1 BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL N.T.B. GENERAL STAI NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. * INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD RAILING LJ-4042 NEWEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN SEE GENERAL STAIR NOTES SECTION-- �� CUT THRU I WALL LJ-1041/8 ---- S-TURN LJ-5015 WOOD — BALUSTERS (3 PER TREAD) LJ-8095 OAK — LINEAL COVE MOULDING BASE ----` —" PER TM LEVEL 3 1/4" OR 5 1/4" Ixl2 SKIRT — BOARD STANDARD - 42" H. KNEEWALL (OPT. LJ-(oIDIO RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS ie '(( �_LJ-4040 NEWEL POST/ �' NEWEL POST lxl2 SKIRT Ix6 PAINTED BASE BOARD PLATE 3 1/4" 5A5E -� LJ-6010 AS APRON RAILING BASE CAP MOULD STANDARD - LJ-6014MR1 TREAD FOR CARPET (OPT. LJ-e010 SERIES TREAD) 16 PAINTED RISER _ LJ-8010MR1 _ OAK TREAD LJ -4042 NEWEL P05T 2 EA. - LJ-3018 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH 51DES OF STAIR, THE TREADS ARE OAK WITH PAINTED R15ER5. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. (6. BALUSTERS (WOOD OR METAL) AT STEPS- FIN15H AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DE51GN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL, 1, ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. all AK ND LJ-8014MRI TREAD LJ-8010MR� TREAD F FULL HT. WALL CARPET STARTS AT THIS RISER RAILING LJ-4042 NEWEL u u P05T GENERIC WOOD / CARPET STAIR FLOOR P LA N N.T.5. N.T.5. rV 1 �� G' Ix12 SKIRT SECTION i �; BOARD CUT THRU' -`\` 'F�' r•'> WALL .�<� Li-6010 ` RAILING LJ-1041/6 BADE 5-TURN MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS _ (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-80135 OAK LINEAL COVE MOULDING -- BASE Ix?, PAINTED PER TM LEVEL RISER 3 1/4" OR 5 1/4" Ix12 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-30n LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL - 2x STUD WALL w/ DRTWALL FIN. _ _.__._...._ LJ-5015 WOOD BALUSTERS BASE CAP (3 PER TREAD) MOULD 412 SKIRT LJ-8010MR1 BOARD OAKTREADS SUB TREAD LJ-8n5 OAK LINEAL COVE MOULDING j� Ixl2 SKIRT BD. 1(� 1 BASE CAP MOULD ' 2x12 STRINGERS ' TYP. OPEN TREADS W/ PIC KEYS AT STAIRS D ETAI L V To MkF LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE P05T LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LJ-4042 WOOD TREADNEWEL Q POST Ix12 SKIRT BD. BASE LJ-8n5 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 I/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.5. 3/4" MIN. HOLE DEPTH — FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING \ LJ-4042 NEWEL P05T LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL w ry A ry w LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.5. LJ-50.15 LIH-HOLI5,45K44 LI14-HOL25A5K44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.B. `LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD rl BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ-4042 NEWEL POST LINE OF BASKETS TO ,. BE PARALLEL TO TOP RAIL_ oe LIH-HOL26A5K44 (DOUBLE BASKET) LIH-HOL15A6K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. NOTE, E;)AWING�5 ON 11 "x17 SHEET WILL 5E ONE HALF THE SCALE NOTEE) I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING \ LJ-4042 NEWEL POST LINE OF —oo KNUCKLES TO BE PARALLEL TO TOP RAIL LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING oe LJ -4042 NEWEL POST ~� LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LiH-HOL501440 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. STAIR DETAILS C x ro c N0. O N M �` J ,'- d5�m Id '• 00 goo M Im E C" z<" DAVIS BEWS DESIGN GROVP 150 STATE STR.EEr EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWWX)AVISBEWS.COM TANWA • DENVER EST.1994- STAIR • 71TLE • TYPICAL STAIR DETAILS • SHEET • SD.