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524 Red Rose Ln 18-2371 (a)
LOT 168 - THORNBROOKE 40's ANASTASIA - GARAGE RIGHT ELEVATION "TRADITIONAL - B" TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U13-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER GABINET5, CONCRETE DRIVEWAY, LEAD WALK, CONCRETE ENTRY, AND CONCRETE LANAI. REVIEWED NOR 00015 COMPLIANCE PLANS EXAMINER C •14•I-F� DATE ANFORD 13I.JI .DING DIVISION 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 COMPACTION TEST REQUIRED Results to he Verified at ,Slab Inspection 1 DUB SANS 0�.L� ##18-237i • 05-05-l8 CREATED LOT 5PECIFIG PLAN FOR LOT 168 IN Tl OftROOKE 40's, ELEVATION TRADITIONAL "B' GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: POCKET 5LIDER, S' INTERIOR DOORS AT MAIN FLOOR, DOUBLE DIVIDED LITE FRENCH DOORS AT 5TUDY, PAVER DRIVEWAY, LEAD WALK AND PORCH, VENT HOOD / MICRO TO OUT5IDE, ALTERNATE STUDY, WATER SOFTENER LOOP AND (2) 5HAMP00 NICHE5. SQUARE FOOTAGE CALCULATIONS ELEVATION 11TR-Bt1 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 301-011 TOTAL LENGTH 751-011 DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -FOUNDATION PLAN 2A1 -MAIN FLOOR PLAN. NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO FB.C.R. - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE MC. -BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE56 THAN1/2 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 IIX" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE65 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R - 6TH EDITION (2011) R30210 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023: . EXTERIOR FINI5HES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.G.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 926, PER F.5LR. 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED .AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.C.R 6TH EDITION (2011) R103.13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB.C.R 6TH EDITION (2011) R1031.5 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (1.11AI THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 4411 ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY, A5PHALT 5HINGLE5 (IF APPLICABLE) : I, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R9052.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 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, ASTM D 486% TYPE II OR TYPE IV OR A611M D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES 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 615116 REQUIRED IN ACCORDANCE WITH SECTION R909.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.GR - 6TH EDITION (2011) R93 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE' STALLATION MANUAL,FIFTH EDITION WHERE THE VA8oI5 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; ASTM D 2626, TYPE II; OR ASTM D M10 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD IS DETERMINED IN ACCORDANCE WITH SECTION R3012J3 OR THE RECOMMENDATIONS OF RAS Ila,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C12K 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 SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR. PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5615LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.126 GAUGE (0.46 mm) SHEEP STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAU5T FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. 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 (1.6 RAID) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN I %. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5I5ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY 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 RE5PON515LE. REV.12-31-2011 o�1%11 r� 111//j 0, .- �..I . C0 W • 2 .. s Z r CJ p ;00> x ro w r0 UQ�O O J coM/ 1 0 C0 Y� Q) >>JC4 0 ;g 10 N `0 C 0 3�EIL !� N. .CJ'I�4. o 0 ..■ T' ZN2t ILIIIIL��� • JOB NUMBER • CAD FILE NAME LOT 168 ISSUED 01-04-18 CODE REVISED 05-08-18 rrrnrrrC> - r, ill ule 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 ] 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 BTH 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 (f) C)c) rvoo 0 0 0 0 C) "il DAMS BEWS DESIGN GROVP ><so STATE sTR.EET EAST OLDSMAft, FLORJDA 34677 813.925.13aa TEL. sis . g�.s . isoa FAx W W W.L7AVISBEWSC.oM TAMPA • DENVF.R 2582 • TITLE • GENERAL NOTES REVISION LOG • SHEETcov • 1 8'-411 41-411 4'-8" 41-011 65'-411 51-411 5' 411 41_411 2-6TORY I-5TORY FOOTING FOOTING 31_/ 11 .. 41-411 n 4'-IVII H.5. t 41-4'1 50 GAL. W.H. ASV. $I1 j 1 I -STORY FOOTING (TYP.) G.C. VERIFY ACRYLIC ON LANAI I I(- — I II C�,� I a J i 20" H. x 16" W. GONG. MONO -FIG. W/ I 2 - "5 CONT. REBAR5 PROVIDE I 1 FOR i 25" MIN. LAP WHERE SPLICED AND WIDEN 8" ATER - I I 16" W.x16" DEEP FTG. J WATER SOFT WATER SOFTENER WIRE TOGETHER. BOTT. OF FTG. LOOP AND DRAIN OO SLIDAND I 31'-10" I I� — 9'-I" �/ 2 'S CONT. 31 911 I o 20'•O1 i SHALL BE 12" MIN. BELOW GRADEPOCK all \ OF REF. ADD (1)05 RE5AR d ELEVATION AT 0'-0" (ASSUMED) -._..�.—......_.._. .....� I v r ( L', m" °J I II 35 THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ \ — �u a 31.611 16 W.x16 DEEP FTG. 5LA8 W/ 2 -'5 CONT. �__ CJ. -- I I --------------------'-----------------T C.J. - AA 3 PITCH Lu ~ Q 6x6 WI.4xWIA MESH OR F15ER cz n ac MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL PROVIDE WATER LINE FOR ICE MAKER PITCH / TO DRAIN 8"6" FTG. W/ I - 05 w COMPACTED, TERMITE TREATED, / / >r _ I NOTE: S CONT. (TYP. AT LANAI) � GRANULAR FILL. G � � � / `" ,. � i PROVIDE GAS PROPS � I W i � Lil 4 -4 5 -4 I (IF REQUIRED) FOR ALL ■ ■ ■ ■, / Zzz/louF-3 \ r J NOTE:■ ALL SLAB ANGLES r / 51 ARE AT 45° (U.N.O.) N I GAS APPLIANCES. i (VERIFY LOCATION OF '�' ALL GAS APPLIANCES ON i c ;x, FLOOR PLAN PRIOR TO 21'-611 T-6" 12'-3" 4'-I1" 2'-111 OPT. i ANY CONSTRUCTION) = ■ F 3 16" W.x12" DEEP FTG, B W/ 2 - S CONT., 51 AIR HANDLER LINES FROM � 1, 11 LT j 1=1 \I -3 0 21.511 18'-6" 1 $ 2-5TORY FOOTING (TYP.) UPPER FLOOR F a, 3/4" RECE55 M -i �� _ _ 31-$11 5' 2" 5'-8" 4'-011 4'-4" t 20" H. x 20" W. GONG, MONO-FTG. -� FOR ENTRY R. / I W/ 3 - S CONT. REBAR5 PROVIDE 25 MIN. LAP WHERE SPLICED AND II `� I 4" P.V.G. -_`~ 16" W.xl6" PEEP FTG:XL % ■ — — ■ ■ ■ ■ _lj ' mil W/ 2 -05 CONT. I STORY WIRE TOGETHER. BOTT. OF FTG. �, 8" THICKENED EDGE I I �^ 9.1 14 -4 _ _ - I SHALL BE 12" MIN. BELOW GRADE - FOR SHOWER RECESS I I m FOOTING PAVER DRIVE / LEAD WALK 28 .g W/ I NO, 5 BAR CONT. I I 11 11 4 2 31.111 2 -8 13 8 11 �,�� �' I 20 -11 LAV. 2 -I I -8 3 -10 ( h, "` �" 0�� `A 8"x8" FTG. W/ I - 'S CONT. (TYP. AT ENTRY) I �3'-8" 19' 0" F_ — — — --I F— 3/4" CONDENSATION S4 TILE 5HOWER �I "' SEAT RECESS X ABV. 21.011 �I `� OPT. PRYER n rOFT. / \ m Q. PAVERS 4" P.v.C. DRAIN BY PLUMBER r, \ 5'-6" o I I L �- I I WASHER I LAv�71 �t L L___— ----� ■ ■ ■ ■ _ _ -- ■ 8" G.M.U. WALL ABV. ■ _--_.�— ■ ■ ■ ■ ■ ■ ■ - 3'-6"x3-6" A/C _�/ PAC) (SEE MECH. CONTRACTOR FOR LOC.) INDICATES I - S VERT, REBAR IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 6 FTG, BELOW PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER 4'-411 /,LELEVATION 41-811 31_Q11 ffJJ 521.411 ffJJ 8" C.M.U.---' WALL A5V. 41-211 21-411 a 151_011 \ PITCHY - 1/8" / FT. 'r LU 41-411 11_411 ll_811 91_�II 131.811 TERMITE PROTECTION SHALL 5E PROVIDED BY REG15TERED TERMITICIDES, INCLUDING 501L-APPLIED PESTICIDES, BAITING 5Y5TEM5 AND PESTICIDES APPLIED TO WOOL), OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PE5T CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVE[) A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS WA51_15HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICE5." 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 SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE51GNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.G. VERIFY THAT DECO DRAIN FOOTING LEGEND: 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12 DEEP 86"86" GONG. FOOTING W/ (4)15 BARS EACH * * * * * WAY. P2 12" DEEP x24"x24" GONG. FOOTING W/ (3) 05 BARS EACH WAY. 8 20" DEEP 60"60" GONG. FOOTING W/ (3) 05 BARS EACH A K 0 w i 0 �0 o I() 0 JM1.F) .r rrn/ I 2 o (� q co T i■ ">'Jm 6 p°U• 010 :25L. �. Mtj^ o-j Coo �wrocI 0 t _cI J tD T oocro^ zED 0 �/rrllrlrlrl//141/q�l//// • JOB NUMBER • CAD FILE NAME LOT 168 ISSUED 01-04-18 CODE REVISED 05-08-18 DAVIS BEWS DESIGN GROVP 150 STATE STR= EAST" OMWAR, MORMA 34677 813.925.1300 T'EL 813. 925. 1800 FAX W W W.DAVLSBEWSCOM TAMPA • EX2 VER EST. 1994 11 �111 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 MANU F. 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 Now 493- 0 C) UO O rvoo r ■■i■.r■ n0 T� W Y. G12" DEEP 00"60" GONG. FOOTING W/ (3)15 BAR5 EACH ` WAY, 2582 THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED U51NG A MINIMUM 0 501L BEARING CAPACITY OF 20W-P5F (R401. 4. I FBCR), ol • TITLE • FOUNDATION PLAN ■ INDICATE51 05 ♦ INDICATES 2 +5 FOUNDATION PLAN /r�ngrlrlllli/1r1/Irrrlrin/�/lu/wirlrrinul.�ll • SHEET • SCALE: 114" - 1'-0' GARAGE RIGHT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 5311 WINDOW CALL -OUTS ( 2611 � 12 5H 1/2 32 5H 22 5H 32 5H Lu = 39" 13 5H 1/2 33 5H 23 5H 33 5H 0 5111 14 5H 1/2 34 5H 24 5H 34 5H Z 6311 g 15 5H 1/2 35 5H 25 5H 35 5H Z 1211 3: 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY M45ONRY OPENING5 FOR ALL WINDOW5, uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (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). P.ARCHWAY (A)1Y SCALE: 1/4" - 1'-011 BOTT. OF LINTEL - AT 84AFF, d- v [—�.6°64" A/C �3 6"x3-6" A/C (PAD (SEE MECH. I IPAD (SEE MECH. ICONTRACTOR I ICONTRACTOR I IFOR LOC.) I (FOR LOC.) I L----I L... -- I 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING 5HALL APPLY UND.) • ALL STRINGERS TO BE 2.24 IT 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. • •• STRINGERSTMA50NRY/GONCASUPPORTEDLLEL TO AND ATTACHED: WITH 1/4" DIA x 3APCON5 AT 8'" O.C. STAGGERED ALONG ATHE LENGTH OF THE STRINGER (USE PT AT M45JCONC.). •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) to IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE $HALL TERMINATE AT A 2x4 FOOT (TO BE PT •• AT CONC.). ATTACHAT CONC. We 1/4" D A 3FOOT TO � a APCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/J015T/ OR BLOCKING BELOW. to ATTACH LANDINGS SHALLRINGER BE BUILT AS FOLLOWS: FOOT WITH 0.131 x 31/2" TOENAILS EA. • to J015T5 TO BE 2x8 02 5YP, MIN. AT 16" O.C, of IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 "2 5YP WITH 2.2x4 SUPPORT 5TUD5 AT EACH END. of IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 ENE) JOIST WITH (3) 0.131 x 31/21' R.5, ENE) NAILS AT EACH LANDING JOIST, AND (2) 0,131 x 31/2" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. of LEDGERS TO BE 2x8 WITH: a• (4) 0.131 x 31/2" NAILS AT EACH PA651NG STUD AT WOOD ATTACHMENT Ib" O.G. MAX. a• 1/4" x 3" TAPGON5 AT 8" O.C. STAGGERED AT MA5ONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. VARIES (SEE PLAN) / �D O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER C55) FLAT LATEX A B �B KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT �C INTERIOR TRIM PAINT TO 5E SMOOTH FIN15H TM WHITE LATEX 5EMI GLOSS TRAY CEILING SECTION SCALE: 1/2" -. I' -Oil OPT. SHIM AS AIR SWITCH REQ'D. FOR D15P. I CA51NG 2x STUDS (PER 5TD. PLAN) BASE CABINET 1116 0.5.5. BACKING 1/2" DRYWALL CA MLI. TOP SCALE: 1/2" . 1411 r-INU IF: AT VOLUME CEILING HATCHING INDICATES DOUBLE Vv W14" `--HANSEN BOX AIR HANDLER DRYER BELOW PRECAST LINES FROM DIRECT VENT LINTEL UPPER FLOOR THRU EXT. WALL 36" H. CONTINUOUS 42" H. 3/4" PLYWD. GRASPABLE LOW WALL OPT. 8" TRAY CLG. DECKING RAILING (OPT. RAILING) IN MASTER SUITE BEAM BEAM LINE OF 6'-811 MIN. FLOOR 5Y5TEM HEAD CLEARANCE FLOOR 5Y5T M .5 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH R301 AND TABLE R301.5 PER EBC.R. - 6TH EDITION (2011). \ E 2x STRINGERS ImDO 3611 H. (�TYP.) RAILING _ IF N u STORAGE III NOSING UNDER (TYP.) Q STAIRS ;4 2x TREADS AND Ix R15ER5 (TYP.) 11 TREADS AT 10.00" EACH STAIR SECTION_ SCALE: 1/4" = 1411 5TAIR NOTE5: RAILING BALUSTERS SHALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAIL5 FOR STAIRWAYS 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST 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 LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCL05FD ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 6TH EDITION (2011) R302.1 AND R302.11 VENT HOOD AND FLAT HEADER AT 84" AFF, T.O.M. 9'-4}11.411 A.FF, M,41N FLOOR 5TRUCTUR,4L LECzEND 8" K.O. BLOCK FILLED W/ll) 05 BAR OVER 61 O - PRE-ENGINEERED CONCRETE LINTEL FILLED W10) "5 BAR: IA - 8" K.O. BLOCK FILLED W/(U 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL WIN) 15 BAR, • GROUTED SOLID. - 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W10U BAR. 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WKU to BAR, - PROVIDE (4) 2x4 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. U5 - PROVIDE (3) 24 5TUD5 W1(1) 51MP50N HTT4 CONNECTORS AT BASE. - PROVIDE 2-PLY 24 NO.2 5YP BEAM W/ 1/2" 065 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP50N L5TAI5 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 24 "2 5YP W/ 1/2" 065 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 6IMP50N L5TA12 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 6IMP60N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 64" FOR I -DAYS AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS T0. BE (2) 2XI2 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. - RECOMMENDED MA50NRY CONTROL JOINT. FATES l"5ATE5 2 "5 �c.c' `� ©: -- •- LLI sV --J �� < � �V.• r ®•� :•I c� +m HATCHING LEGEND LOAD BEARING WALL �•ir•�i�iiii•i� INSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES_ GARAGE RIGHT K w CLO 0 .1 co I 2NM .� 0 `,. >>JN iw DoE 00 � E J 0 V1 00C�1n �+ 00 zcmvGo ��IIIIA.gI • JOB NUMBER — • CAD FILE NAME LOT 168 ISSUED 01-04-18 CODE REVISED 05-08-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.E>AVISBEWS.COM TAMPA • E>ENVM EST. 1994 F� rl ,1' 111 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 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 c J Miami z 0 C) C) 0 vototi 0 2582 • 77TLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • SHEET • 9'-8'1 II-411 6 I-4 11 M ao Q i T REFER TO SHEET 2,41 FOR MAIN FLOOR PLAN NOTE6 MAIN FLOOR PLA N DIMENSIONS SCALE; 1/4" , II-011 GARAGE RIGHT •c x m C 0 r0 0 Jt�I.0) rn I 0U)�M -/ 2z-1 L a " LL. p 0 -� 0CQ [Ly 06 z J - w oc')C Zc`mr- • JOB NUMBER - • CAD FILE NAME LOT 168 ISSUED 01- 04-18 CODE REVISED 05-08-18 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST ©LDSM I?, FLORDA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C,.OM TANAPA • E7ENVER. EST. 1994 �111 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 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 V z 0 Q Q 0 f"VOO ne 1 1_J rrr•r�r�•nur� 2582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 241' 3611 48" H IF WINDOW CALL -OUTS U 2011 I818 FG. 2018 F.G. 3018 F.G. 4018 F.G. W _ 24" 620 F.G. 2020 F.G. 3020 F.G. 4020 F.G, J 0 36" 1830 5H 2O30 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2O40 5H 3040 5H 4040 5H z 60115 1850 5H 2O50 5H 3050 5H 4050 5H 1211 660 5H 2O60 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OFENING5 FOR ALL WINDOW5, W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR FLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY E5CAPE AND RESCUE OPENINGS 5HALL COMPLY WITH R310 PER F.S.C,R. - 6TH EDITION (2011). �< REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMEN51ON5 111 N a 2x4 FRAME WALL I R/5 6.04-8 Bf -PA55 BEDROOM 2 13'-4"xl2'-8" 9'-0" FLAT CLG. FLUSH FRAME TO FURRING BELOW 2-6x6.8 J FLU5H FRAME To FURRING BELOW /OPEN TO BELOW 42" H. LOW WALL (OPT. RAILING) 36" H. CONTINUOUS GRA5PABLE RAILING 2x J, 2x4 FRAME FRAME 9'-011 WALL WALL 2 - 3050 5H. Hp, AT 1'-81' DM ---------------------------� I a Lu I a� LOFT BEDROOM 3 f " ) " 11 -0 x14 -4' > 12'-6 x11'-0" 9'-0" FLAT CLG. 9'-0" FLAT CLG. 42" H. LOW WALL (OPT. RAILING) CLG, F---1 42" H. N � W LOW WALL (OPT. RAILING) f 1-011 L— 2-8x6.8 CLG. LOUVER DR 5HAMP00 LAV. WG NICHE BATH 3 5HAMPOO I-- — 91-011 NICHE I I CLG. CPT. TILE BATH 2 ► A.H. NO, ILoih J z5 91.011 jj 2-6xb-8 CLG. PROVIDE 24" H. METAL 72030TEMP.H. PAN AND DRAIN STAND UNDER A,H.U, 1, 0 a i A/C CLG, 91.011 STAND METAL ZRD CHASE CLG. -8 I ----I R/5 L0, 2 5-Oxb-8 2.6x6-8 PROVIDE BI-PA55 PAN AND DRAIN UNDER AA.U. BEDROOM 4 13'-6"xl V-0" __1 m 9'-0" FLAT CLG. N IS 3050 5H, HD. AT 1'-811 * EGRE55 1'-011 AA 3 ,-- ---------------------� i I I N - I REFER TO SHEET 2B2 zn I FOR UPPER FLOOR PLAN DIMEN51ON5 — -i G.C. VERIFY TOP OF TILE TILE TO WRAP INTO NICHE G.C. VERIFY LOCATION TYP. SHAMPOO NICHE SEE FLOOR PLAN FOR EXACT LOCATION UPPER F:L-CCR STRUCTURAL- LEGEND PROVIDE (3) 2x4 5TUp5 W/ (1) 6IMP50N HTT4 CONNECTORS AT B45E. ® - PROVIDE (3) 26 5TUp5 W/ (1) 6IMP50N HTT4 CONNECTORS AT BASE. PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOG)=THER Ul/ l2) ROIUS OF 16d NAILS AT 12" O.C, FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUp5 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. 10 - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUp5 AT EACH END WITH (1) 51MR50N L5TA12 STRAP, • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 � 5YP W/ 112" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUp5 AT EACH END WITH (U 51MP50N L5TAI2 5TRAP, THE JACK-5TUp5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2,5 CLIP5. PROVIDE TEMPORARY SHORING AT MID-5PAN OF LINTELS LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES 0 ALL LVL'5 TO BE Fb=2950 P51 MIN, 0 ALL WOOD LOAD SEARING HEADERS TO BE (2) 2XI2 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENT5 0 NOT A SPECIAL FLOOD HAZARD AREA '^ ..l VVVV ; �l. cr t U ♦ �C' • �- �0 O ,�• � IL NOTE: ROOF LINES CHANGE W/ ALT, ELEVATION5, REFER TO ROOF PLANS ON 5HEET5 35, 3C, 31), 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * WINDOW FALL PROTECTION IN DWELLING UNITS; WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SUI;r-ACE BELOW, THE LOWE5T FART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F,B.C,R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.BC.R - 6TH EDITION (2011) R3122 UPPER FLOOR PLAN NOTES. GARAGE RIGHT • K m w C r 0 J,�00 0 J co ; I 2 Coe)) am m I L. ">>jC4 ` law IL 0 ro= 0 ��Vn �= Coo E _0-1 LL Y W m 6 00 +ice z C4 �11..�•IILILILrOIII••II. • JOB NUMBER - • CAD FILE NAME LOT 168 ISSUED 01-04-18 CODE REVISED 05-08-18 rob DAVIS BEWS DESIGN GROVP ISO STATE S'T'R.EET EAST OLDSMAR, R ORIDA 34677 813. 925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM TAMI'A • r>EsJVER - EST. 1994 ezz-_— 11 �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 ITTO BE INCOMPLIANCE WITH SECTION R301 OPTHE 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)ow �■ z u.j 0 C) C) 0 ir..i.. ne .rr�.Lulrr 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS It NO�+ UL �.. : LU ©:� W z r • e •✓ • C !j • �'J .....•• ////o 111110% UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT rr� x 0 C U 10a o to O 0 Jcnhp� OcM N >>JN M 0iL • 00 " -0 m54 0 -a C O E � 0 04 ra_� 00CCti z 00 rnrnwwrrwwww • J08NUMBER — 0 CAD FILE NAME LOT 168 ISSUED 01- 04-18 CODE REVISED 05-08-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 0M)SMAR, F PMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 ez= - q 11 u 1i 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 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 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY ( wnw W C C) 0 >= ou J rw■■ ■IIrlllllllwl+lwrww 2582 • • TI TLE • UPPER FLOOR PLAN DIMENSIONS 2B2 ""I LANAI ROOF VENT REQUIREMENTS __ I i VENTILATION CALCULATIONS I _ ATTIC AREA =139 SQ, FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN, 44:12 I HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN, # UPPER 2/3 ROOF VENTS REQUIRED = 1 6.12 I - �► HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. 6:12------- ----- _ _ _ _ _ ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. a i REFER TO SHEET 3G FOR ROOF PLAN W/ �4 I OPT. 5ECOND SUITE I i I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. L„ p X 144 = 703 SQ, IN. 6:12 6:12 I ...— _o *- _... HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 t HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I I I ACTUAL SOFFIT VENTILATION = 792.2 SQ. IN. I � i I I I I I � I i I cr p� a 12 6:12 -" _ I I 6:12.- eLOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS -'-------- I ATTIC AREA = 529 SQ. FT. / 300 = 1.76 SQ, FT, X 144 = 254 SQ, IN. YP. T I 6:12 -.-- 6:12 —`' HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN, OVERHANG i i # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP HALF AT LOW SOFFIT / EAVE VENTS=126.96 SQ, IN. I I I � I ACTUAL SOFFIT VENTILATION = 270.4 SQ, IN. � oZi ---- -------- - --- -----_J e0 AA ROOF PLAN, SCALE: 1/5" = 1'-011 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING 1, 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 11-01I 6 12 Q6 SHINGLE ROOF 12 /SHINGLE 6� ROOF PLT. HT. _ _ _ _ _ PLT. HT. _ TEMP. -STUCCO STUCCO «, FINISN 7 FIN15H r SECOND FF. LINE SECOND FR LINE _ SECOND F.F. LINE _ g" T.O.M, /TEXTURED FINISH � TEMP.Gil �l � MAIN FF, LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 115" = 11-011 vn11Y l_!_ �/ ROOF SHINGLE Q6 ROOF _SECOND FF. LINE T;O,M. _ 'I1 j • TEXTURED FIN15H 7 MATCH DISTANCE AT FRONT _MAIN F.F. LINE GRADE LINE (ASSUMED) 12 6 Q6 GIRDER ROOF TRUSSES TRU55 AT 2411 O.C. (TYPICAL) ❑❑ ❑❑ ❑❑ b Z2 6TORY ❑ ❑ BR. 3 L MR VOLUME ROOF tRu55E5 AT 241 O.C. M FE 11 HEE F:=, !. (TYPICAL) -F- FLOOR SYSTEM - ► BEAM GATHERING 2 CAR GARAGE KI , F I q 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 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.15L.R. - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 209O PER F.B.C.R - 6TH EDITION (2011) R3122 6 12 L SHINGLE 12 Q6 ROOF 6� ,.- 5HINGLE PLT. HT._ ROOF PLT. HT. b Z, F.G. /sTUCCO F.G. * FINISN? SECOND FF. LINE 4� —SHINGLE all/� _SECOND FF. LINE a° T.O.M. ROOF TEXTURED TEXTURED b FINISH e 6, FIN15W MAIN FF. LINE _ LL�TEMP.Lj_ - _ _ MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" : 1' -Ol' SECT ION AA SCALE: 1/8" -- I'-0" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE65 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT. HT. T i'1 BANDING (TYR) SECOND FF. LINE _ �co T.O.M. 8" BANDING- TEXTURED- - FINISH SMOOTH TEXTURED QUOINS (TYR) MAIN FF. LINE GRADE LINE (ASSUMED) , r� G.G. VERIFY ALUMINUM OVER 2x6 6U5-FA5CIA (TYPICAL) --\ 15TUCCO FIN15H/ LANAI LINTEL `�111111.11���, .z'. <5z, EE : lJ--J UJ • .. •. p;� z gyp. 't _ • C;z co 12 2SHINGLE -_�6 ROOF 12 STUCCO 611 BANDING FIN15H - SHINGLE ROOF - - PLT. HT. 12 SWINGLE 6� ROOF BANDING 15TUCCO FINISH? r � 6" BANDING A. LLL STUCCO 12 6 Q FINISN SECOND F.F. LINE _ - SHINGLE ROOF T.O.M. MEIN] -__ 8" BANDING TEXTURED FINISH coacH - br7 (+ i°) L-1 ❑ ❑ ❑ ❑ I I L-1 ❑ N_ QUOINS ItYPJ 4" BANDING DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH F RONT ELEVATION - SCALE: 1/4" . I'-0" MAIN F.F. LINE - GRADE LINE (ASSUMED) /SWINGLE �6 ROOF 12 Q6 SHINGLE ROOF PLT. HT_ _ _ _ _ _ PLT. HT_ STUCCO /STUCCO /5TUGGO SHINGLE FINISH w' FINISH 7 / SHINGLE 2 FINI54; 7 / SECOND FF. LINE ROOF $II SECOND FF, LINE ROOF 8" SECOND FF. LINE T.O.M. MATCH DISTANCE TEXTURED TEXTURED TEXTURED TEXTURED - AT FRONT FIN15H 7 FINISH 7 @ v, FINISH 7 �l FINISH 7 �l MAIN F.F. LINE _ _ _ - _ _ _ _ _ _ _ _ _ _ _ MAIN PF, LINE GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) RIGHT ELEVATION TRADITIONAL ELEVATION x ! ra C Joto� 0 1 co I �y co �� to ` j a J N 66 c]olL. 00 o9coo � rn CLcm = co . 00 *+ zN2° • JOB NUMBER - • CAD FILE NAME LOT 168 ISSUED 01-04-18 CODE REVISED 05-08-18 DAVIS BEWS DESIGN GROUP 150 STATE: STREET EAST OUXMA& FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX M WW.DAVISBEWS.COM TAMPA • IDENVEP- EST.1994 1,iI11 III 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 [HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE INCOMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH 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 THE INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY z Q Z 0 T—I 2582 • TITLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • GARAGE RIGHT `r BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF 1SSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. 1M. DRIP EDGE FASCIA JTED ALUM. SOFFIT --ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER 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 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 RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL f EXTERIOR FINISH WATER PROOF CAULKING I i PER BUILDER -7 N � � PROVIDE SELF ADHERED ...... FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Mill Z WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER F'Q RESISTIVE BARRIER & TEMPORARILY SECURE RFs�Sr WEATHER RESISTIVE BARRIER P� SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) 5` P� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE (ASSEMBLED WINDOW) FLASHING 2 1 FLASHING � 2 i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- 2X EXT WALL - FLASHING TO EXTEND 36" - SHEATHING W/ - BUILDING WRAP BEYOND - FLASHING. - STUCCO STOP -WATERPROOF MEMBRANE OR SS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK- -- SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 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 r.rw■ x ro C ro J 0 oO 0 Jr"'il�� M/ 2v=) M am N ; -JN Lw ` 5aLL . o 0 :2 v�f` OJ �0 E LL .X J W 0 0 CC n z 020 • JOB NUMBER 2 7002. 000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED Y 11 DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925. 1300 TEL 813 . 925 . 1800 FAX W W W.DAVISSEWS.C.OM TAMPA • IDENVER. EST.1994 �wwwnnnu �+wwrww rlillrwr • TITLE • FLASHING DETAILS FL1 SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING — REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING ." \ ] / a ° DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW / / ° SELF -ADHERED / FLASHING NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. 3/4"-1" BEAD OF CONSTR, SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING BY THRESHOLD OF DOOR AND RETURN LAPPING DOWN UP JAMB 6". USE LIQUID NAIL BRAND OVER RIM JOIST AND "''"S a OR EQUAL WEATHER PROOF UP WALL BY 6 IN. CAULKING R', " SELF -ADHERED FLASHING d(,z 1 ;' as ruin\1fi rrµ °Yl k[,� au y u fJ SEAL TOPS OF JOISTS UNDER ' SUBFLOOR DECKING (SEE " DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT, FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE • � � WEATHER PROOF CAULKING DETAIL WP01)i SCORED mi RELEASE PAPER SELF -ADHERED FLASHING, a (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: —� CONT. GALV. "L" EXTEND MIN. OF 6" �j FLASHING PER TEXTURED, PAIP'T�^ OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FI j �j SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP ;•, .•;;; ,'; :;;::r,.;,,., SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I 6 % BY PLAN LOCATIONS) _ AT ENTRY SHINGLE OVER DIVERTER M FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR aez FINISH 2" ABOVE . ax, ROOF r° a° �;f : ,v : aw ev °: a °°a a'i c ei �: �'� �'` �"� a � •,,:�---'' FLASHING CAULKING '" >::>;,'.':>:'.:'r:.• FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ T� CONT. GALV. "L' 77 FLASHING PER MANUFACTURE,' SPECIFICATION: i OVER ROOF ROOF MATERIAL PER SHINGLES W/ TP 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 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND 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 FLODF DED� <FS�000Ro�so ss ti l q 0a� y'9<a� ° \DE4PP 0 P�M�N� \ TYPICAL ROOF TO ��'Fq°oNao2 =-' �,RSE CVO SE WALL FLASHING DETAIL 9r Tq S�NGD Q�HDa�R sRD°2 ocouF RAKE METAL DRIP EDGE sK, TO BE OVER LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT L—:14 CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. SAVE 7" PIECES TO USE IN 5TH COURSE EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT '--- EAVES —FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. 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 SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 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 WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED FLASHING PATCH )UBLE JOIST r fggq 5, .AM BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING 3" MIN INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. x m o J �O 0 _jMnF, V/ 0 5�rn, O 0 r- L ro N ° `iL" in 00 roc °' ~ 05 o� Co E �roc, m to cl —� tp 4. 0 C yo T z 2 of • JOB NUMBER 27002,000 CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROUP 00 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX 'WWW.DAVISBEWS.COM T'A 4PA • DENVEK EST.1994 Fz= - • TI TLE • FLASHING DETAILS LE=CTfRICAL < *T" 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET f $p SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH FALL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CANON MONOXIDE DETECTOR s0 SMOKE DETECTOR (ARC -FAULT) / CARBON MONO. 0 DETECTOR (ARC -FAULT) SKJ TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) d THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL W.P. -� DISCONNECT SWITCH GF.I. (� SPEAKER (OPTIONAL) ;( ROUGH -IN FOR OPT, CEILING PAN I I I ti J TEOPtNCEINLIDNG FAINT LIGHT FIXTURE W/ CREOIJGH-IN Gv PORING NOTES I. PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS (GF.I,) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. (2) A/C - DISCONN. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. J4" 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, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406:12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.0 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NEL. 2014, FB.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCE$, 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. 6. ALARMS $HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR15 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS $HALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I /> GATHERING ROOM STD. LIGHT 1 OPT. PAN` \ </ W/ FAN / IANAI OPT % \ UP TO / UP to FAN/ LIGHT \ / WALL MOUNT CAN LIGHTS W.P. AT 8'4' GF.I. CM D \ ROUGH -IN FOR OPT. / FAN/LIGHT <ie L OWNER'S SUITE I N HORIZ. MAKE-UP LIGHT — OWNER'S BATH W.P. MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY VENT HOOD AND MICRO TO EXTERIOR MICROWAVE OUTLET +14" I- — — — — O 200 AMP. AT 48" GF.I. `r GF.I. GF.I. ELEC. IRRIG. GF.I. PANEL r — — — - — — — — OF WINDOWS (Q� I I milEo ' y G.C. VERIFY: LOCATION PENDANT I I a OF DISPOSAL 5WIT04 (VERIFY AND OUTLETIS G.F.I. 2 CAR GARAGE i tQ I I ^-� UNDER SINK CABINET IGF.I. AT 48" LOCATION) r,11191�j I� �� I DINING GPI KITCHEN Ar .5 AT 32 5c` SD CH cM FOYER \ PUSHBUTTON FOR PENDANT GD. OPENER ' — — I — — (VERIFY _.._ — — — — _ - LOCATION) I GRI, AT 48" G.F.I. W/ OPT. AT 48" GF.I. LALIN. L220 V. J 4/0 ALU. CABLE A/C DISC. TYP. "14 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER t COPPER TO RANGE N4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. HALF ROUGH -IN BATH PFAONR �t STUDY ` . PORCH COACH LIGHT G.G. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED COACH LIGHT MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT x w U �o 0 EMI`.° W 0 em L■ N >>JM O0 1 LD ... 0 -� C o " LJ 'cy co `00c ti 01 Z �C • JOB NUMBER — ' CAD FILE NAME LOT 168 ISSUED 01-04-18 CODE REWSED 05-08-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORMA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEW&COM TAMPA • DEt V z=� EST. 1994 2582 • TI TLE • MAIN FLOOR ELEC. PLAN • SHEET • ELECTfRIGAL <E"'r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER K)wkP. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THINE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q; EXHAUST FANLIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p P115145UTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CAR50N MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (D THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c(� ROUGH -IN FOR OPT. CEILING PAN V J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING PAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 5ELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 4211 OUTLETS ..... 1411 TELEPHONE ... 1411(UNLESS A5V COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE WARDWIRED 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 1N KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVID ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2014, P.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING WAVING A 1`056IL-FUEL-51IF KING 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 18 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL WAVE BATTERY BACKUP. COMBINATION SMOKE/CANON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. twill,.. MAKE-UP LIGHT UPPER FLOOR ELECTRICAL PLAN x m J 10O o lQ OJc`il�pl (NF OU1�M �. r '> >JM Lm �. 5°� • 0 0 M5� 0 o� c$ 2 �= Y t J 0 00C z Ot • • JOB NUMBER - CAD FILE NAME LOT 168 ISSUED 01-04-18 CODE REVISED 05— 08-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 0LDWAR, MORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W WnAVLSBEWS.COM TAMPA • DENVER EST. 1994 F--- 0 2582 lk • TI TLE • UPPER FLOOR ELEC. PLAN • SHEET • GARAGE RIGHT '-fin 1d1-d11 lo FLOOR TRUSSES ROOF TRUSSES_ FRAMING FASTENER CAF'ACITi LEGEND �j SIMPSON MT511I6, 20 - (1)10d wl (4)1/4" x 2 114" TITEN (TYP. 12 5IMP50N HIO - (8) 8d X 1 I/2'1 (TYP, 5YP FRAME) FRAME TO MASONRY) 5IMP50N META18-40 - (1)10d x 1-1/21'(TYP. FRAME TO MASONRY) 13 51MR50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) Q SIMP50N M5TAM24 . (9) IOd w/ (5)1/4" x 2 I/4" TITEN ITYP. 5IMP50N 1-67418 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 5IMP50N LTT205 - (10).10d + 1/2" x 10'' A.5 (TYP. FRAME TO 15 5IMP50N HT520 • (24)10d 11/21' or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) OSIMPSON HET420 - (9).10d x 11/2" ITYP, 5YP FRAME TO 5IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ® 5IMP50N HTT4 - (I) 5/8" dia. A.B. + 18-16d BOLT IN SIMPSON BET 17 (2) 6IMP50N MT518 - (14) IOd 11/211 AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.5.5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 51MP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O 6IMP50N MGT - (1) 5/6 DIA. ATR, + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2-PLY TRUSS HEEL TO MASONRY)(3965") 19 SIMPSON 6Tb224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 5IMP50N MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) 5IMP50N HT520 - (24)10d 1112" AT EA. STRAP (TYP. S.Y,P. FRAME (MIN) INTO MA50NRY KO. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) 5IMP50N M5TAM 36 - (4)1/4 x 2 114" TITEN TO BLOCK AND 1-I0d 21 (4) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® 8IMP50N LGT3-5D8 2.5 (12) -5D6 1/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRUSS HEEL MASONRY) 23 SEE INTERIOR LOAD SEARING PARTITION DETAIL ENGINEER PAGES �IMPSON HTT5 - (l) 5/8"pIA. A.B.+ 26-16d BOLT IN 5IMP50N SET EPDXY, EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 5IMP50N HT5MI6 - (8)10d w/ (4)1/42 1/4 TITEN (TYP. 5YP FRAME TO MA50NRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) GM.II. ALL-AROUND) 5IMP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED A.S. 25 5IMP50N M5TCM40 W/ (14)-16d SINKERS AND (10)1" x 2 " TITEN INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N BET SCREWS EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 2� 5IMP50N M6TCM60 W/ (26)-Ibd SINKERS AND (14) 4' x 2 " TITEN 11 SIMPSON HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MA50NRY K.O. BLOCK 12'' (MIN) SET BOLTS IN 5IMP50N BET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) NOTE5: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR 5HALL 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 5IMP50N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE, SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 DE56N NOTE: ADDITIONAL DELEGATED TRU65 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTNEROE: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 6IMP50N META20 (AT EACH TRU55) W/ (1)10d x 1-1/2" (U.N,O.) 2: ALL TWO ST MASONRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32 O.C, M X- / 9)10d x 1-1/2" (""SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*) (U.N.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP60N HICA W/ (18)10d x 1.1/2" OR 5IMP50N HT620 W/ (24)10d x 1-1/21' ITYP, FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 6IMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TGM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY 5PECIFIC,ATION FOR LEDGERS (THEF_OLLOWING SMALL APPLY UN.O.) LEDGER A (LA) - 2X4 PT W/ 1/4" DIA. X 3" TAPCONS 0 12" O.C. SET AT SHEATHING: LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 6 LOWER ROOF TO UPPER WALL 's PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE ROOF DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 516TERED TO THE WALL 15 NOT AN ACCEPTABLE SU56TITUTE, UNLE56 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (L5) - 2X4 W/ (3) 0,131" X 3-1/2" R.S. NAILS m EA. STUD (16" O.G. MAX.) SET AT SHEATHING HEIGHT FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LG) - (2) 2X8 PT W/ 5/6" DIA. X 8" A.B. ,w 12" O.G. STAGGERED W/ SIMPSON HU/HUC28 a FACE ATTACHMENT OR HTSI(o a TOP CHORD 5EARING a EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR SETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2X8 PT W/ (4) SIMPSON 6D52E600 SCREWS AT EA. STUD (Ih" O.G. MAX.) W/ SIMPSON HU/HUC28 a FACE ATTACHMENT OR HT51(P s TOP CHORD 5EARING EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR SETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2X12 PT W/ 5/8" DIA. X 8" A.B. 6 12" O.G. STAGGERED W/ SIMPSON H4 MIN, OR EQUAL m TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL a FACE BEARING a EA. TRUSS (TYP. UNO a PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2X8 PT W/ 5/5" DIA. X 8" A.B. s 2411 O.G. STAGGERED BET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO v FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS BISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). NOTE. AT LEDGERS C OR D HU/HUC28 2 OR HU/HUC28 3 MAY 5E USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY UNO 40 OLU a: 0 - 111 TRADITIONAL ELEVATION "B" TRUSS STRAPPING PLANS x 2 C oLo U� 0 1 CrNh oNf� > i j N 6 6DoLM 00 'oa -h -I Cp Ewe I C4 �Qlcdti y� 0 N T Z L • JOB NUMBER - • CAD FILE NAME LOT 168 ISSUED 01 -04-18 CODE REVISED 05-08-18 �rrrrr r116 �111 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 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 z 0 O c) ■ O I,; DAVIS BEWS DESIGN GI10VP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.130o TEL 813:925.1800 FAX `PAMPA • DENVEEi.. EST. 1994 �-�.- .I_I�I•ILIIp...Ml•. 2582 • TI TLE • TRUSS STRAPPING PLAN .•1111.� • SHEET • TR -0 0 GENERAL NOTES: CEILING COMPONENTS AT ENTRY 8 LANAI: FRONT ENTRY AND LANAI CEILING5 TO BE 7/8" 5TUCCO OVER 7/16" 065 AND ATTACHED PER THE ROOF CRITERIA UJITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALLY' 45 PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER 5HALL HAVE THE AUTHORITY TO MAKE 51.155TITUTION5 FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES 5PECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CIHANGE5 MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RE5PON515ILITY OF THE TRU55 MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS, ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS Q THIS TIME 4 RESERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, 5HALL BE RE5PON515LE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRU55E5 TO BE HANDLED 8 INSTALLED USING M05T RECENT 5051 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T RECENT 5C51 RECOMMENDATION5 UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 15 RE5PON5I5LE FOR INDICATING ALL TRU55 TO TRUS5 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 8 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. GON5TRUGTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTION5 SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN 5HALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST d PRE-5TRE55ED CONCRETE COMPONENTS 15 ANTICIPATED IN TH15 DESIGN, NAMELY LINTELS AND WIND RE515TANT 51LL5 SHALL BE USED THROUGHOUT UNLESS 5PECIFICALLY STATED OTHERWISE. ALL COMPONENT5 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED d PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA5TCRETE, USE OF CASTGRETE LINTELS AND 51LL5 OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED FRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURP05E5 ONLY. • THE INFORMATION SHOWN 15 THE RE5PON515ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RES ON51BLEFOR INSURING THAT THE APPROPRIATEPRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'5 SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 8 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH16 INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS 8 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED Q 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALL5 WHICH AL50 ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS 5HALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOAD5 REQUIRED BY CODE FOR FALL PROTECTION, THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A 5A5E GUIDELINE IN THE AB5ENCE OF ANY OTHER DIRECTIVE AND 5HALL APPLY WHERE AN •• ALTERNATIVE"SYSTEM" WTNERE THE FLOOR STSDEM BELOW THE GUARDRAIL 15 PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 5TUD WITHIN THE KNEE WALL 5HALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR 5HEATHING AND SHALL "515TER" ALONGSIDE THE FLOOR. TRU55/J015T/5EAM 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 TRUSS HA5 A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION ((o) 0.131 X 3-1/2" NAILS EQUALLY SPACED T. •• ATDLOCATION& W RE TED MAY HE FLOOR 50NG THE LENGTH OF THE "515TERED" Y5TEM BELOW THE GUARDRAIL 15 PARALLEL INTO TOTTHE GUARDRAIL, THE 50VERTICAL WE5 TOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF 5IMP50N 8D52E &00 5CREW5 AT S" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 1/16" 065 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (5HEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMP50N 5PI CONNECTOR5 AT EACH STUD. •• IF GUARDRAIL/KNEE WALL TERMINATE5AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL 5HALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" OE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGE5 OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAIL5 5HALL HAVE DOUBLE 2X TOP PLATES, 5TRUCTURALLY 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 NAILS OR •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "5Y5TEM5" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RE615TIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 & 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALL5 4 CEILING5 TO BE 1/2" DRYWALL. • 2 STORY HOMr=5 W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/S" TYPE "X" DRYWALL ALL FRAME GARAGE WALL5 TO BE /2" DRY ALL. • ALL DOOR5 FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 80LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTE5. • FRONT ENTRY 4 LANAI CEILING5 TO BE 1/S" 5TUCCO OVER 15/32" 055. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE2: R904.5.1 NAILS: ••• NAILS SHALL BEGORROSION -RE515TANT NAL15 CONFORMING TO ASTM F166"i OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLE55 STEEL, NONFERROUS METAL AND ALLOYS OR OTHER 5UITA5LE CORRO51ON RE515TANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 5TICK) INSTALLED PER MANUFACTURE SPECS * FBGR 905.1.1 • TILE UNDERLAYMENT: PEAL 8 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 5TONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON 5HALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 8 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 61"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS v 24" O.G. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 61DE MINIMUM. ANGLE 51ZE PER B.I.A. & F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 51IX51IX3/5" STEEL ANGLE W/ 3/5" DIA. X 4" LAG 5CREW5 a 12'' O.C.W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 61DE MINIMUM. ANGLE SIZE PER B.I,A. d F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIE5, ANGLE5 6UPPORT5, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/46CE 5 A5 APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RESPON5I5LE FOR BRICK/STONE INSTALLATION INFORMATION, A5 BRICK/STONE DE51GN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A55UMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR 5UCH AREAS, 4 LIMIT DEFLECTION TO L1600 IN THE5E AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN 51,ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/5TONE. • BRICK/STONE B ITS 5UPPORT EXCEPT 45 NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIE5, FLA5HING5, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHER5. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS B THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1, CODE5 4 REFERENCES: 1.1, FLORIDA BUILDING CODE, RESIDENTIAL (oth EDITION, 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 31a). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY 5TRUCTURE5 (TM5 402/ACI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DE51GN HANDBOOK FOR MASONRY 5TRUCTURE5 (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DE51GN LOAD5 FOR BUILDINGS 4 OTHER STRUCTURES (ASCE-1), 1.5, SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6, DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55ES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.-I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2, DE51GN CRITERIA: 2.1, ROOF LOADING: LIVE 20 PSF DEAD I PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 P5F 2.4, FIN15H MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF NAVE BEEN ANTICIPATED IN THE NUMBERS ABO\/E. IT 15 THE CONTRACTOR'S 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 15 THE CONTRACOR'5 RESPONSIBILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURE5 WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH 15 5/5" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOAD5, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. 50IL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE 15 ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 16 DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY s COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi -2 2a DA''5 (U.N.O.). 4.3, REINFORCEMENT REBAR5 ASTM A&15 GRADE 60 (U.N.O,). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER ME5H PER ASTM C111& TYPE ill 4.13. USE 0.151p BY VOLUME MINIMUM (L5 L55 / CU YD). 4.5. LAP SPLICES 4 NOOKS SEE TABLE. 5, MASONRY: 5,1, MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENT5 OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/A5CE (o/TM5 &02)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 8 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL 51-ECIFICATION FOR MASONRY 5TRUCTURE5: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR TH15 PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 F'm=1500 PSI, 5.2:3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY 456URANCE 15 NOT APPLICABLE. 5.2.(o. GROUT SHALL COMPLY WITH ASTM C4-16. GROUT SHALL BE 3000 P51 U.N.O. $ HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. 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-5TRE55ED TENDONS, $ METAL ACCESSORIES SHALL BE roO K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5, 6TAINLE55 STEEL 15 NOT APPLICABLE. 5.3.ra. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.71. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. E3.0. PRE-5TRE551NG ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTEL5 TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2, ACCE55ORIE5 ARE NOT APPLICABLE. 5.4.3. 1"1A50NR1' EXPANSION AND CONTROL JOINTS A5 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED 45 "R'.EQ'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 Tl"IS 402/ACI 530/A6CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/61, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/S")', AND 'MICHIGAN CONTROL JOINT'. (o. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, $ SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S A550CIAT ION. 6.2. ALL LUMBER SHALL BE SOUND, 5EA5ONED, $ FREE FROM WARP, 63. FRAMING WALLS 4 COLUMNS �.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUi IN5 TO BE INSTALLED e BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLE55 NOTED OTHERWISE. 6.3.2. ALL TRU65 BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. (0.3.3. INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED a lro" O.C. $ SHALL BE 5.Y.P. OR BETTER, U.N.O. ii TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 1*2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE ALL 4x MATERIAL MAY BE �2 GRADE U.N.O. (0.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. &.3.(o. INSTALL BLOCKING IN ALL WALL STUDS OVER S'-0 e MID -HEIGHT, $ SHEATHING JOINT. BRACE GABLE END WALLS e 4'-O O.C. MIN. (03.7. ALL LOAD BEARING WALL5 5HALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES $ SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLlUMN5/5TUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATE5 AS LONG A5 TOP PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/J015T ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55URE TREATED OR NATURAL DURABLE WOOD. �.5. PRE55URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-5"11 B BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. ro.�. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24'' O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL 5HEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. ,i ROOF SHEATHING: SHINGLE OR METAL, 7/1Go" 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'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. &.&,2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. (o.(o.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE s GROOVE 5UPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONY.): ro,7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. (o.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUf:nf=LIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. BRACING: TEMPORARY BRACING OF THE ROOF 5Y8TEM SHALL BE INSTALLED PER 5C51 RECOMMENDATION5 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 0.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 71/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 'O'/52, ATTACH TO 5LA5 WITH 1/2" DIA. x 10'' A.B. e 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 51Mf 50N 5D525600 a 24'' O,C, MAX. To FLOOR TRU55E5 OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE a 24'' O.C. 45 PER DETAIL 'F'/52. BLOCKING DEFINED (THE FOLLOWING PP Y U.N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING IS USED A5 A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' + BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (5) 0.131X5-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL. EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB 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 WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATN15E WITHIN THE PLANE OF THE TRU55 NEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL NEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE NEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECE55ARY TO FACILITATE THE ITEM FOR INHICH BLOCKING 15 NEEDED, U.N.O, • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID 5PACE BETNEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRAN51FERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME HOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETNEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE 5HEATHIN6 JOINTS MUST FOLLON 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. �fCATION FOR BUCK ,4�'�"�C�IMEN� 5 CIFICATION FOR ANCHOR 0 T5 P� R B L (THE FOLLOWING SHALL APPLY ONO) FOLLOWING— Y ..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 FALL 5HALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/5" DIA. A.B. INTO THE SIDE OF FILLED MASONRY ATTACH TO MA50NRY w/ 1/4" x 3" MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5", ORS 12" O.C. w/ MAX. 6" FROM END OF BUCK 2x WINDOW BUCK ATTACHMENT.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF b" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL 1_IIMITATION5 (THE FOLLOWING PLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 1" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN 5ET • VORTEX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. ATTACHED DESIGN FOR ITS 5TRUCTURAL • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., ANDND15NOT 15 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE RE5PON515LE FOR THE DE51GN'6ARCHITECTURAL DEVICE. 6PECIFICATION5 FOR TH05E DEVICES MU5T ACCOMPANY THE AND/OR DRAFTING CRITERIA RE. - DIMEN5ION5, NOTATION TO U5E SAME. AE6THETIC5, CONTINUITY OF LAYOUT5, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RE5PON515ILITY OF THE DESIGNER. 5PEGIFICATION FOR LANDING5 4 STAIR CON5TRUCTION (THE FOLLOWING 5HALL APPLY U.N.O.) • ALL 5TRINGER5 TO BE 2.2X12 #2 5YP. % ,i `•«, • ALL 5TRINGER5 TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP5ON L5C DANGER. • 5TRINGER5 RUNNING PARALLEL TO $ SUPPORTED BY A WALL 5HALL BE ATTACHED: of a MA5ONRY/GONG. WITH 4" DIA X 3" TAPCON5 AT 8" O.C. 5TAGGERED ALONG THE LENGTH OF THE 5TRINGER (U5E PT AT MA5./GONG.). •• WOOD WITH (4) 0.131 X 32" NAIL5 AT EA. 5TUD MIN. (16" D.C. MAX) •• IF 5TRINGER5 ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONS.), ATTACH FOOT TO FLOOR: •• a CONC. W/ 4" DIA. X 3" TAPGON5 Q 12" O.C. •• Q WOOD ATTACH W/ 0,131 X 32" NAILS AT 8" O.G. TO TRU55/J0I6T/ OR BLOCKING BELOW. •• ATTACH 5TRINGER TO FOOT WITH (2) 0.131X3�" TOENAIL5 EA. • LANDING5 5HALL BE BUILT 45 FOLLOW5: •• J015T5 TO BE 2X5 02 5YP, MIN. rat 16" O.C. of IF LANDING INCLUDES STRINGER 5UPPORT IN A BEAM CONFIGURATION, BEAM 5HALL BE (2) 2X12 *2 5YP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END of IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3�" R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0,131 X 3"" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. of LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3"" NAIL5 AT EACH R4551NG 5TUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• "" X 3" TAF'CON5 S 8" O.C.-STAGGERED 6 MA5ONRY/CONCRETE ATTACHMENT. •• ATTACH J015T5 TO LEDGERS OR 5EAM5 WITH 6IMP50N LU826 HANGERS OR EQUAL. • THE 5PECIFICATION LISTED ABOVE OR MINIMUM 5PEC5. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL 5Y5TEM5 MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 8 5ECTION R312, CONFL ICT5 (THE FOLLOWING 5HALL - PLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLE55 OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY 11 ANY LOCATION WHERE THE PLAN 5PECIFICATION6 WIND EXPOSURE C 5EEM TO CONFLICT WITH THEMSELVES, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S 6PECIFICATION5, 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 SQFT + 28.6 /- 117.1 PSF DISCLAIMER @ 20 SQFT +26 5/-109.1 PSF (THE FOLLOWING 5HALL APPLY U.N.O.) Q 50 SQFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE @ 100 SQFT + 20.2 /- 91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL © 10 SQFT + 49.7 /- 66.7 PSF ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF © 20 SQFT + 46,3 /- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL © 50 SQFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY © 100 SQFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC 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 10' WIDTH + 43.6 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND _--- 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 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 PERMI I I ED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, AITHOUT WRITTEN APPROVAL OF VORTEX EN(SINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 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 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 REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o o w 71 Uj W9ow CwO�Z,xna a F � _CI: HVnCW W x zNLLx �ZzN L) Q e-1 o0 �rjaz WZOJ �22QO� W T N V1 M ¢za o�ix Z w D c'9 W lr on t 0 0 0 �oiEa u-,ow O LU LL �o o Zw�wOJ 0 WWWU Qz< x Q >V00--UwwMLLJ maz� wZz -, >F Q z Q ua s �1=CC Uj W WLu '^W =aim N - o o a Um o f uu ttlttt! M _ m � a M Q Ln �N uj 1- p 00 M l0 W N �N W N �d'0O �:Ln ('4z ,,a h Q a Z (vi O C] u °° �. LL X Q M a Edz N � a � O 00 T ttt/, oil . J CC « <C 0 .z III DATE p)3-(TJ8-IS SCALE NOiD DRAWN MK/Pf)K JOB - content: Structural Notes Sheet number: N1 142-21.5 FLOOR ' TRU55 BRG. SEE PLAN HATCHING LEGEND INTERIOR LOAD BEARING WALL (W/O UPLIFT) 1/2'' DIA. x 811 --\ TITEN HD 1 48" O.G. MAX (5EE FOUNDATION PLAN FOR LOCATION OR EXCEPTIO 5) PRE- ENGINEERED WOOD TRU55E5 6 24" O/C 12 UPLIFT CONNECTOR (SEE TRU65 (TYP.) 5EE ELEV. SHEET FOR SCHEDULE) 51MP50N 5P2 6 EA.STUD ---''` 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE '12X11 FASTENING S.P.F. TOP PLATE 2X4 PT STUDS -8 16'' O.C. OR CRICKET AS (1)2X4 Pt STUD 'a 24'' O.C. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP _ CARRIER/GIRDER TRU55 SIMPSON SPl 6 EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA,x(o` A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 Q EA.5TUD M015TURE BARRIER 8"XS11X16" K.O. BLOCK W/1 #5 CON . ;.. (1)05 VERT. IN CONGPILLED CELL 4 FILLED W/2500 P51 GROUT W/ STD, 90° HOOK IN K.O. BLOCK /, 4. v '^` 03=2-1/21I 4=2-I/2' A. •' q A d ° $ I Ia n8 rr LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP 5PLICE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHES) GRADE 40 GRADE 00 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE 11,411 11511 ItC11 q)II "All 11511 IICII IIDII 03 11/8 41/2 1 15 21/4" 41/2 91/4 16 "4 21/2 6 '3 1/2 20J 311 6 121/2 21 3 1/8 1.5 11 3/4 25 3 3/4" 1,5 15 1/2 26 "6 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 "'1 4 3/8 10.5 16 1/2 35 5 1/4" 10.5 21 3/4 53 B" 17 24 3/4 14 - - - 9" 13.5 28 95 WATG ING LEGEND _..._.. NOTE: AT 2x6 WALLS USE 5PH6 INTERIOR LOAD CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail NOT FOR USE IN THE HVHZ (DARE, BROWARD) (4) IOd NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S 1 SCALE: NTS INTO DBL UPLIFT) CONNECTORS IN LIEU OF TOP PLATE TRU55 BRG. SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN Rebar La Embedment & Hook SchedLule J BOLT W/ NUT 4 WASHER (REFER TO SEE PLAN USE SIMPSON 5PI'5 ON EACH SIDE OF STUD TO S-1 NOTE: BOTTOM PLATE 4 51MP50N DOOR MANUFACTURERS INSTALLATION NOTE: REGARDLE55 SP2'S ON EACH SIDE OF 15 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. STUD TO TOP PLATE w/ STUD TO TOP PLATES. U.N.O." REINF. GROUT CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF (SEE PLAN FOR SIZE) 5YP 2x4 MIN. PLANS, WALLS THAT SUPPORT 51MP50N 5PH4 w/ 12-106 NAILS SEE TRU55 SHEET FOR a . • NOTE: (SEE TRU55 SHEET 5PH4 CONNECTORS SHOWN. STUDS e 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING � COLUMNS ° d "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF EITHER DIRECTLY OR 6 GARAGE TO 5TUD BEARING WALL (SEE SPECIFICATIONS, JAMB SHALL BE 2x6 MIN. 4 5HALL BE ATTACHED TO THE DBL, TOP PLATE ll) SIMPSON 5PH4 WK12) IOd SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN INDIRECTLY ARE TO BE HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8 USE SIMPSON SPl'S ON GARAGE TO HOUSE WALLS, T AS BUILT INSULATE PER CALC5/SPECS 5TUD5 6 16" O/C I/2" DIA. x 8" TITEN HD � 24" TRACK/BRACKET A,B. AT 24" O.G. STARTING 911 MAX. FROM THE 5LAB, USE 2" DIA, WASHERS 1/2" GYP. BOARD I/2" GYP. BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON INSULATE PER BEARING WALL W/UPLIFT O,C. FORA MAX, UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION, TRACK 01 5P2'5 ON EACH 51DE OF CALC5/SPECS 1500 L55. ON EACH TRUS5 SPECS, ATTACHMENTS TO THE JAMB ARE BY 2X 5.Y.P. STUDS a 16"O.C. STUD TO TOP PLATES. (1) SIMPSON 5PH4 w/ 1D (S NAILS EA, STUD (STRAP (5EE FOUNDATION PLAN OR TRUS5 PAGE FOR LOCATION OR EXCEPTIONS) Cara a MANUFACTURER, THESE SPECIFICATIONS ARE MIN. STANDARDS, MORE STRINGENT Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE SECURE PLATE W/ 10" 1/2" DIA. "J" 5OLT5 4 WA5HER5 Q 2'-a" O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALC5./SPECS UNO 11 NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S-1 SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE 01 - 011 K/ A OL 01-0II ° 9T-F SC/ DBL 5YP TOP PLATE (1) SIMP50N 5PH4 W/02) 10ol 4"CONC, SLAB. 5EE COMMON NAILS EA. 5TUD FOR WOOD FRAME WALL TO FOUND. PLAN FOR _FOOTING 5EE I I _OOTING SEE __�_ FOUNDATION PLAN FOR ,— FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. III I SIZES 4 MORE INFO. -III=III FOR 51ZE5 4 MORE OCCUR a A LINTEL USE 1/2" x 6" 5P4 TOP T EL V 0'-O" TOP OF SLAB INFO. THREADED ROD SET IN Load Brn Interior Stud Part. Detail � Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. ZQ _ _ _ _ S 1 With Uplift SCALE: NTS LL' ,. 5EE FOUND. PLAN Without Uplift SCALE:NTS p 2 X S.Y.P. STUDS 6 16" O.C. U,N.o. w w FOOTING SEE . • �; � FOUNDATION PLAN FOR LOAD BEARING OR `n SIZES 4 MORE INFO, "::;';q' CLEAN 4 COMPACTED SOIL, SHINGLE /TILE ROOF - SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL 2 X STUD (95°ro MODIFIED PROCTOR PER ASTM p155 I) PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 Q 24 O.C. PER MANUFACTURERS SPECIFICATIONS. SEE 8 G. M. U. Cara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV. 10 x 1/2 DIA. J DOCUMENTATION TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALC5. BOLTS 4 WASHERS I" X P.T.5TUD S-, SCALE:NTS 4 W/ Uplift INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) S VERT, IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLE55 NOTED OTHERWISE SEE CENTERED ON WALL N s CELL W5.1.1 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR (4) Iad NAILS INTO ELEVATION VARIES BRNG WALL TITEN HE) TRUS5 TOP OF MASONRY BRG. DBL TOP PLATE 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 1/2" GYP. BD. CEILING COMPLY WITH F5CR 302.1. SEE UPLIFT. 24" O.C. IF EXTERIOR FINISH 1/2" GYP, BOARD TYP. SEE NOTE ON N-I ELEVATION PAGES FOR WITH UPLIFT. (5EE ELEVATIONS) 1/2" GYP. BOARD PAGE FOR GARAGE 50FFIT/FASCIA DETAIL SECURE PLATE W/ 10" I/2 APPLICATION °� - _ -°- ' ..__ = DIA, "J" BOLTS 4 VARIE5 SEE ROOF PLAN ; ° a — WASHERS a 4'-0" O.C. 2X 5. .P. #1 STUDS 16"O.C. GR D -8"x8" K.O. CMU BOND BM. w/ 1 - 05 BAR (MAX.) CENTERED ON Y U 1x2 PT NAILER CONT. (MIN LAP = 25") GROUT CELLS (1) SIMPSON SPH4 ° : ° e —i— I I- WALL. (REFER TO FND 4 1/2" DRYWALL 50LID - VERIFY W/ FLOOR PLAN. TYP. ° I- T FLR PLN FOR WALL INSULATION OR PER ENERGY °' ° d ° ' _ _ THICKNESS) 8"x8" PRECAST CONCRETE LINTEL — CALGS./SPECS VERT. WALL REINF. , . — CONT. 2X PT 50LE PLATE EMBED ACI 5TD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE ° 4"GONG. SLAB, FOR LINTEL SCHEDULE _ IN BOND BM. #5 BAR FOUNDATION PLAN FOR _ — — — = I SEE FOUND. PLAN PRECAST CONC SILL 51ZE6 4 MORE INFO. — _—_ _— — — =i— FOR MORE INFO, _ _— I—_ _ I I I I_ EL V 0 -D TOP OF 5LAB CURTAIN NAILER PT — � - lx4 WINDOWS 4 S.G.D. - I '-1 I I --III- y ' #5 BAR VERT. WALL REINF. CONT. NOTE: L1 - - - - - - TO BONA BEAM. EMBED ACI 5TD. AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS - WINDOW W/ SCREEN HOOK 611 IN BOND BEAM. GROUT USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTOR5 SHOWN, FOR WALLS LARGER THAN FOOTING SEE 5EE FOUND. PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8; USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N SF'2'5 ON w FOUNDATION PLAN q ` EACH SIDE OF STUD TO TOP PLATES. U.N.O." N FOR SIZES 4 MORE 8"xl6" C.M.U. PER A5TM C-90 (TYPJ INFO. q' CLEAN COMPACTED SOIL. Ix2 PT FIR STRIP 6 24 O.G, FM=IeOd P.5.1. (MIN.) W/ TYPE M OR (95% MODIFIED PROCTOR PER ASTM D1551) 5 MORTAR PER ASTM G-210 lx4 PT BASE NAILER K Garage Wall Section Brn Wall 1/2" DIA x 6" AB AT INT, SHEAR WALL S-1 SCALE: NTS IN5UL. PER CALC5, 4 SPECS OR TITEN HD 6 w/N8-Sd NAIL5 FASTEN W/O UPI lffi 4 CDNG. SLAB. SEE 24 O.C. IN FOUND. PLAN TO TOP 4 BOTTOM ELEV 01-m" TOP OF 5LA5 REINFORCED CELL -- ELL PLATE PLUS HORIZ. 2X STUDS - • 11 1/2" GYP. BOARD 11 FOOTING SEE - BLOCKING Q 48 O.C. 24 O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER INSULATION OR 5/8" CEMENTITIOU5 FIN15H PER • ACTUATED PINS 6 PER ENERGY Typical Ext. MasonryWall Section FBG'R 103.1.2 � 48" O.C. OR EQUAL CALCS./SPECS, yp CONT. 2X PT SOLE SCALE: NTS 4"CONC. SLAB, SEE PLATE FOUND. PLAN FOR CMU WALL-5EE PRE -FORMED CONTROL JOINT M1551NG ANCHOR BOLT5 AT BEARING WALL: MORE INFO. Q EL Y O'-O" TOP OF SLAB SCHEDULE NOTE; EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENT5: zGL ° SEE N-1 FOR - I. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. w - •= �:_ ADDITIONAL/ALTERNATE ,'. ' " _„�.,:.:.,.` 5EE FOUND. PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: FOOTING SEE CONTROL JOINT DOES NOT EXTEND 1, 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 46' FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ �3/8" VERTICAL REINFORCING (SEE O.C. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RE515TING GRAVITY 51ZE5 4 MORE INFO. (S% MODIFIED PROCTOR PER ASTM VW) BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK LOADS EXP05ED FACE COURSES M Garage Wall Section Non-Brn . Example CMU Wall Control Joint Detail H Wood Frame To Mason Attachment Detail S, SCALE: NTS E h S-� Brn(� Wall Only SCALE: NTS S-1 SCALE: N.T.S. a7 K,O. CMU BOND BEAM 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS =#5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT :A EMBED ACI J 0'-0" FINISHED 5TD. HOOK IN FLOOR FOOTING °::..•° ° FOOTING SEE FOUNDATION yA PLAN FOR 51ZE5 4 MORE INFO. d Masonry. Wall Reinforced Cell Detail C Q41 SCALE NTS .51 � `A • 4 q EMBED ACI 5TD. HOOK IN - - BOND BM. 8x8 K.O. CUM BOND BEAM w/ 1 05 BAR CONT, PRE-ENGINEERED GONG. LINTEL w/ 1- 05 BAR CONT. 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT STD. HOOK IN FOOTING —T-T 0'-0" FINISHED FLOOR _ ° FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. q n 0 Lanai/Entry Detail d w K.O. CMU BOND � 0 BEAM }o u- • 05 BAR TRANSITION ° STEEL ACI STD. HOOK (TYP) p Masonr Transition Detail S-'I SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF E USE SIMP50N 5E1 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDN 5" SIMPSON SET EPDXY EX15TING MA5ONf BOND BEAM OR SLAB SCALE: NTS 05 BAR TRANSITION STEEL ACI STD. HOOK (TYP) WALL REINF, ``,�IIIi11IS�Orr 'z z cn v; Op '/// "/b••°•e•.r ° � `fie. NOTE: • M1551NG DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 51MP50N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRUS5 4NCHO$5: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M156ING MAY BE FASTENED TO THE MA50NRY BOND BEAM USING ONE SIMPSON HT5M16, MAX. CAP 15 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S-1 SCALE: NTS TOP TIE BEAM - #5 VERT. CORNER CELL FILLED W/ CONCRETE L- 05 LAP I CONT, 05 2511 LAP R Corner ContinuityDetail 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, REGAIRDLE55 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 SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LL.C, HARMLESS 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 REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 O O 0 w I= -a uj ZOO w tri(DW LL—' Z ..J _ LL;OW B�''a` :5a Wa�e'QdF�°� W¢ aWC1 "dZzra r Nmz aJ�Lu` --o In 00 FL W. 4o� z5 o0z Q W Z $GW zw�szw c7 -'ui O W i W W D0S2AH LL J -tg Lu v=zz z0<µ Z m Q W = z �j z zW�wr < Q =¢ate ~zwLb Ww LJJ OG 4tu-y� N � M L h L11 Z m LLI a N N uu M __ 00 000m uj rY d• O wry 3-LA _ 00 N in CD ZLL F� Q . w Z cn0 W Q ��� 00 V L UJ vi ^Q Y.. cw r a 0 `JO 0 Lu DATE 03-06-16 SCALE NOTED DRAWN MK�PDK Jos _ Sheet content: Structural Details Sheet number: 51 SHINGLE / TILE ROOF 12 PRE ENGINEERED WE)TRU55 'm 24" O.C. - SEE ELEVATION SEE �ELEV, PAGES FOR MORE (T YP) INFO. FASTENING TO BE AS PER INSULATION PER ENERGY CALC5. MANUFACTURERS SPECIFICATIONS, CONTRACTOR TO HURRICANE ANCHOR Q EACH TRUSS SEE PROVIDE MANUR TRUSS SHEET FOR MORE INFO, DOCUMENTATION TO INSPECTOR o TIME OF INSPECTION. IF ELEVATION VARIES SHINGLE IS USED, TOP PLATE UNDERLAYMENT TO COMPLY WITH FBCR 905.1,1 1/2" GYP. BOARD SEE - NOTE ON N-I PAGE FOR GARAGE APPLICATION DBL. "2X" TOP PLATE - W/ 51MP5ON 5PH4 6 EA. STUD W102) 10d NAILS EACH. SEE TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER PER HDR. DETAIL "J/52 GYP. BOARD RETURN - "2X" SILL 1/2" GYPSUM BOARD, 10" x 1/2'' D I A, "J" —� BOLT -S 24 O.C. 4" GONG SLAB SEE FND. PLAN VARIES SEE ROOF PLAN SEE FLOOR PLAN FOR EXACT HEADER SCHEDULE (2-2X12 U.N.D) WINDOW SEE FLOOR PLAN FOR SIZES TRIM VARIES SEE ELEVATIONS DORMER ROOF BY TRUSS MANUR OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS e EACH END DORMER ROOF BY TRU55 MANUF. ,—51MP5ON MT512 'a EACH TRUSS TYP. LOAD BEARING WALL CONST, 2"x4` 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) USE 51MP60N SP2 e STUD TO TOP PLATE, 51=I STUD TO BOTTOM PLATE, OR EQUALS. PROVIDE 6IMP5ON MT512 AT BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) ROOF TRU55 BY ROOF TRU55 MANUF. TYP. 2"x4" BLOCKING AT 24 O.C. BELOW SIDE WALLS - BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP5ON A34 OR EQUAL AT EACH END TYP. 51MP50N L5TA12 AT EACH STUD TO BLOCKING, 2-2"x4" BLOCKING WITH 4-16D -COM TOENAILS 6 EACH END 2X12 WITH RADIUS CUT TO DE5IRED PROFILE. 3.5" EAVE DEPTH REQUIRED MIN. 51MP,50N MT518 e EACH TRU55 END WALL LOAD 5 5GL RG L 2' x4" SIMPSON MT518 BOTT. PLT., DBL TOP I EACH TRUSS PLT.) II V L51MPSON L6TA12 6 EACH V V STUD OR EQUIV. ROOF TRUSS BY ROOF TRUSS MANUR TYP. LOAD BEARING WALL CON5T. 2"x4" 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) isc. Dormer Knee Wall Attachment Details SCALE: NTS SCALE:NTS SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET FOR STRAPPING CONT,FOR 7/16" MIN. A.P.A. RATED SHTG. PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS. 2X 16" O.C. ROOF TRUSS. a ;,. IN5UL. PER ENERGY CALCS, 2x BOTT. PLATE PRECA5T a CONT. CONCRETE LINTEL. SEE 7/16" APA RATED SHEATHING NAIL FLOOR PLAN PER SCHEDULE, MIN. 16d o 6" O.G. FOR MORE INFO. 1/4"X 3 1/2" NOTE: 2X PT SOLE PLATE POCKET MASONRY SCREW '' 8ll O.0 "TYPICAL AT ALL LOAD SLIDING BEARING 51 P. DOOR. PREC,45t 0.131 x 3 1/2" COMPONENTS, "I ELEV 0'-0" TOP OF SLAB LINTEL. R SEE ETE Q4" O.C. GRADE SHALL BE USED FOR _ FOOTING SEE - FLOOR PLAN POCKET 1FOR 2x FOUNDATION PLAN FOR 51ZE5 4 MORE INFO, Typical Ext. Frame Wall Section SCALE:NTS 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5. NAILS Q EACH STUDS HANGER TO- 2x8 LEDGER W/ 4-0.131 x 3 1/2" PLYWO�OL_)0 R.5. NAILS EXTEND PAST EACH STUDS FLOOR TRU55E5 PRE-ENG. WOOD FLOOR TRUSSES PRE-ENG. BE 51MPS0N PRE-ENGINEERED WOOD ROOF WOOD ROOF LUS, L5U, OR TRU55E5 TRU55E5 LSSU MIN. PLYWOOD TO 2x8 LEDGER W/ EXTEND TO INTERIOR 4-0.131 x 3 1/2" R.5. BOTTOM OF WALL AREA NAILS 6 EACH FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRUSS R.5. NAILS 6 LAYOUT EACH STUDS LOCATION) 2X4 RAT RUN BRACING 6 4 O.G. ON TOP ( BOTT. CHORD FOR 4 TRU55 5PAN5 ATTACHED W/ 3-0.131 x 3 1/2' R.5. e EA. TRU JOINT MA50NRY W WITH FLOOR TRU55 WITH -OUT FLOOR TRU55 G Typical Ledger Detail S-2 SCALE:NTS 2X4 CROSS BRACING 6 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 5PAN5 WOOD TRU55E5 2X4 BLOCKING — 24" O/C W/ 3-0,131 x 3 1/2" R.S. rOENAIL5 3 EA. I/2'pHIGH STRENGTH OR 5/8" GYP, -ZETA 12 'a 24"O.C. 2x FRAME WALL . Wall Con. @ Non -Load Brng. Location SCALE:NTS FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x FOOTING SEE FOOTING SEE MATERIAL MAY FOUNDATION FOUNDATION BE #2 GRADE. PLAN FOR 4"GONG. SLAB. 51ZE5 4 MORE SEE FOUND. PLAN FOR U.N.O." SIZES 4 MORE 4"GONG. SLAB. INFO. PLAN INFO, SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 4" GONG. SLAB .1 SLAB ° a 4.° a Q ° '. HANGER TO ° ` 4 n° ° ° �° - BE 51MP50N -` LUS, L5U, - .d OR L55U e °. MIN. CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail M I INTERIOR $-2 SCALE:NTS S-2 SCALE:NTS AREA SEE FLR PLN FOR HDR 51ZE NOTE: AT 2x WALL5 THAT ARE WIDER THAN 2x4 4 FOR ROUGH OPENINGS UNDER SIMP60N SPH4 w/ 6-106 WHERE THE HEADER IS NOT FULL WIDTH 5'-0" (1) SIMPSON C516 OR (1) NAILS EACH IV' O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING Q M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 1V O.C. RIPPED DOWN SUFFICIENT TO CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW NAILS EA. 51DE INTO CRIPPLE THE INSTALLATION OF THE SPH STUDS) IU.N.OJ CONNCORS THE OF FOR THETPROPER NSTALLATTIODNE THE CRIPPLE STRAPPING, AT 2x6 WALL5 USE SPH& IN LIEU OF SPH4, AT 2x8 WALL5 USE FOR ROUGH OPENINGS OVER _ ---- 5101-18 IN LIEU OF 5PH4, FOR WIDER WALL5 5'-0" USE (2) 51MP5ON C516 ---��" �___ USE SIMP50N C516 IN AN SPH OR (2) M5TA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING PROVIDES w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. Tx " KING STUD LS30 OR DOUBLE BOTT. U.N.O." 51fECIFICATION FOR KINGS 4 CRIPPLES 50, TYP- PLATE AT OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6'-2", TYP•1 CLEARANCES FOR THE WINDOW/DOOR (T FOLLOWING SHALL APPLY UN.O.) WITHIN AN OPENING, IT 15 ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE 2X4 RAT RUN • AT OPENINGS UP TO 3'4" (1) OR BOTH OF THE TOP PLATES 15 $RACING 6 45" CRIPPLE 4 (U KING 15 REQUIRED ON ELIMINATED TO MAINTAIN THE FULL FASTEN WALL O.C. ON TOP EACH SIDE OF THE HEADER. DEPTH HEADER SPECIFIED IN THE PLAN 5HEATHING 6 3" OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN SET IT 15 NOT ACCEPTABLE TO O.C. ALL AROUND CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 SUBSTITUTE A LESSER DEPTH HEADER OPENING REQUIRED ON EACH SIDE OF THE WITHOUT WRITTEN PERMISSION FROM THE TRUSS 5PAN5 HEADER, X E.O.R. WHEN THE TOP PLATE IS ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS 2-166 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS SHOWN AT THAT LOCATIONS ARE NOT PROVIDE TRU55 JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE SILL AT NECESSARY. ALL OTHER STRAPPING THE HEADER. 5HALL APPLY, AND ANY TRU55 OPENING OVER • ANY DIFFERING NOTATIONS FOR COMPONENTS ABOVE THE OPENING 2", TYP. CRIPPLES 4/OR KINGS MADE ON SHALL ATTACH DIRECTLY TO HEADER, 51MP60N A34 THE PLAN SET SHALL CONTROL. SIMP50 L530 0 (ON SECOND FLOOR) FOR ROUGH CONNECTOR EQ-, TYP OPENINGS UN 5'-0" ONLY (1) 51MP50N C516 SPAN F OOR Y5, TO W14I-06 X 1 1/2'' (ON CONC. SLAB) 51MP50N HTT4 5LOCKING/RUNNER5 BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN 5IMP50N SET 4 4-86 X 1 1/2" EPDXY 4 (IS) 16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGSW(1 O/8' LLTHREAD RODISE I N STRAP WITH MA UPLIFT, STRAPPING MAY BE 61MPSON SET EPDXY 4 (18) 16d NAIL5 ELIMINATED, UNLE55 EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR SIMP60N MSTCM60 IF FILLED CELL OCCURS BELOW Typ. Header Detail S-2 SCALE:NTS CMU WALL BF1 "111 6IMP50N L5TA12 S EACH STUD OR EQUIV. 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS EACH END 2x8 PT VERTICAL (ABV,) Q WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT 'a 24" O.G. TYP. 1x4 PT VERTICAL (BELOW) WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.C. OR PER MANUFACT. 5PEC5 Non-Brn . Frame Down Header Detail S-2 MuItkuse SCALE:NTS WALL BELOW SPAN FROM OF BOTTOM CHORD NAILS o EA. S NAIL PEC5 III II BOLT f;R3EFL,ACEI LENT GH AfRT: •. THE FOLLOiWING "J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVER5E 15 NOT APPLICABLE, FOR FRAME TO SLAB APPLICATION ONLIT. • NOTE : THE 5TRENGTH OF THE CONCRETE SHOULD BE MIN, 2500 P81. SUBSTITUTION OF "J" BOLTS WDIH EXPANSION 5OLT5 15 NOT PERMITTED. • FOUNDATION F'AGE TAKES PRECEDENCE. • ALL OT1HEfiR BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. '"J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 6IMP50N SET EPDXY 1,/2" x (o 1/2" x 8" 1/2" x 5" EMBED IJ2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/0" x 5" EMBED 5/8" x S" 5/8" x 8" 5/8" x 5" EMBED 2X BUCKS ATTACHED W/ -- 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. 6" FROM END OF MEMBER 'a MAS. 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, IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCON5 "a 12" O.G. W/MAX. 6" FROM END OF BUCK. (TYP, ALL 2X WINDOW BUCK ATTACHMENT.) F_ I- r k, x L_ L J. 7 6IMP50N A35 e ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEM5ER5 OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER 5PEC5 GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N A35. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT a TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 1@ CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK EACH SIDE TO EDGES OF OPENING, ALL TAPCONS TO HAVE MIN. 1-114'' EMBEDMENT. eneral Irregular Window Attachment SCALE:NTS -SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL ''0" THI5 SHEET, --FRAMING 45OVEZE61DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP- 16" FRAMING 5PACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF 5LOGKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SEE TRU 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED 5HEATHING (MIN. STUD GRADE SYP) STRAPPING FASTEN EA. STUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE 51MP5ON 6P2 Iu/ (12) NAILS FULL DEPTH BLOCKING Q PANEL EDGES W/\/ (3) 1(od TOENAILS EA. END 6IMP60N 5PI w/ 10-10d STUD NAILS EA. FOR STUDS BELOW HDR. (2) 51MP50N 5P4 w/ 6-10dx1 1/2 NAIL5 EA. STUD 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTOR5 SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS 1N LIEU OF 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N 5PI'5 ON EACH SIDE OF STUD TD BOTTOM PLATE 4 51MP50N 51=2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." INSTALL 1/2 X 6 THREADED ROD IN 51MPSON SET `Doll 11 EPDXY a 2 -0 O.C. (MAX) ,��� �.• •. ••• CENTERED ON .� Z WALL. CMU WALL - SEE 2X PT B Structural Kneewall FLOOR PLAN FOR BOTTOM �cw S-2 SCALE: NTS Lo MORE INFO. PLATE V EDGES (SEAMS SHEATH BLOCKI FOR WA PANEL SHEATH FOR FRO TONGUE GROOVI FLOORS SEE ENG. MORE INFO X/ 2x STUDS < O.C. -S lo"Tv I% T�'FICAL NAILING SCHEDULE HIGH WIND NAIL 5HEATHING 50 NDARY EDGE FIELD ROOF 0.131 x 2 1/2" R.5. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) UNDARY UNDARY LING FOR -RHANG RIGGER a O.C. FA5CIA OR L PLATE 1NDARY -ING RIMETER OF PHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED Q RIDGE OR NIP.a 12" OR LE65 USE LUMBER ONLY BLOCKING 2 "x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV, ROOFING NAIL OR 1-114" TYPE W OR 5 SCREWS ' 7" O.G. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" 5CREW5 AT 6" O.C. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP, ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 5CREW5 Q 7" O.C. ALONG ALL 5UPPORT6, MIN. • 5/5" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" 5CREW5 AT 6" O.C. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN. Typical Nailing Schedules (Floor, Roof, Wall) f SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIES TO ENGINEER PRIOR TO 5TARTINC� 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 CHANGE5 TO THESE PLANS, REGARDLES5 OF WOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS 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 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 REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 z 0 W Fzoz w° wmp"ESO¢a C W WO Q0E w w > — v a: LU 2] OR > .0WZO Z fV en x2zz 022g ~ >' W 00 �aJgo ttz/� AU5o29 Ln "'i 4 6- m FO O WL E5EwOro_F LL J pz,>-W8 LU � ILLo Zwzxw ~0WZw Z cc�a Wc Wa o_ aLU waLn0m o 0 cl JM J GV-11 M M LJj Z 5MN 0-M �N W H Ct O � Ln Z w 0 '* N _- *k Z V- F, Q Y w Z 4� i0 ot W 4 fw-°0 Qu LU Z v� o. O�n- > a 0 • r CC o < LQ DATE 03-110-le SCALE ND7EL) DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 52 4 3,4Y OR 0'-0" APA RATED SHEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) 51MP60N L5TA12 ' STRAP 48" O.C. TRUSS2x4 BLOCKING (1) 51MP5ON L5TA12 I/2" CEILING GYP BD W/ 5d BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.G. OR (1) 5IMP50N LTA2 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED 1/2" TOENAILS 0.131 x 3 1/211 NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD EACH END, roll O.G. MASONRY WALL) OF GABLE UNO. CONTINUOUS 8" MASONRY Y WALL I/211 GYP BID NOTE: GRO55 BRACING 8 W/(I) U S REBAR .� ALL BLOCKING TO BE CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" O.G. TYP. COURSEIL x Eanded Blocking Information ram Dia E �p SC S-3 SCALE: NTS ING 1 111911 1411 1141 X/.I-/1 A J 114 1 iit ill Zvi 1 1 - �I�HVV PER JOINT BRACING A Truss Bracing Overlap Detail S-3 SCALE: NTS DBL TOP PLATE WALL SHEATHING NAILED PER 2x4 WE) GONST. 2x6 SOLE PLATE - CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION w/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 5" WOOD 6CREW5 a 4" PRE-ENG UJOOD TRUSS (TYP) SECURE RIDGE BEAM TO CLEAT W/ (4) lrod TOENAILS EACH SIDE APA RATED SHEATHING. 2x4 COLLAR TIE MID -HEIGHT 5EE NAILING 5CHEDULE 4 RAFTER PROVIDE (5) 16d NAILS EA TABLE FOR ATTACHMENT. END (UN,O) CONTINUE SHEATHING BELOW CONVENTIONAL FRMG a ATTACHED 2x4 "T1' BRACE PREFAB ROOF 5TRUCTURE5 WHICH ARE ONLY OR L5TA12 TRU55E5 m PARTIALLY ENCLOSED SUCH AS ENTRYWAY5 8 PORCHES 24" O.C. NOT J: 4'-011 4'-01' ° 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.C. MAX. SECTION 512E SHALL w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL5111 O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF 5PAN AS FOLLOWS: EACH END (UN.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-011---- 2X4 _ 12'-0" TO 15'-0" --- 2X10 OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-011 ---- 2X6 151-0" TO 18'-0'' ---- 2XI2 8'-0" TO 12'-0" ---- 2X8 Gable Diaphragm Side Wall BE F 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL 2" (NOMINAL) S-3 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING SEE 51MP50N MSTA24 TENSION STRAPS a EACH TRUSS USING (IA) 10d NAILS INSTALL THE SEE FLOOR PLAN FOR LENGTH B WIDTH /_FASTEN CAP TO CHASE w/ 0.131 x 3 1/211 R.S. NAILS a 12=�4" O.C. ALL-AROUND DBL 2X4 PLATE CONT. p a V-011 (MAX.) W/ 51MP5ON HT520 a 32" w w 0 ALIGNING 5TUD5 BELOW. Lw C5 16 TOP CHORD TO CHIMNEY 1 CA. ORNER SEE NAILING -- NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED SCHEDULE TABLE 5TRAP BY CUTTING A HOLE INTO THE SHEATHING a EACH 51DE OF TRU55 d THREADING ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 a FOR ATTACHMENTS THE U-5HAPED 5TRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT, INTERSECTING BLOCKING 4. SECURE RAFTER5 TO CLEAT 4 WRAP TO TOP CHORE) U51NG 51MP5ON HT520 W/ ( 20) 106 „ NAILS FOR 2x12 RAFTERS, Oro) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 PIAX RAFTERS WITH 5PAN5 OF 4'-0'' OR GREATER. 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-0" APA RATED SHEATHINGRE-ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAIL5. . o U55E5 � 24" O.C. SEE NAILING SCHEDULE TR 5. SECURE RAFTER5 TO RIDGE BEAM USING 51MP6ON L55010 SLOPING HANGER W/ (10) 10d TABLE FOR ATTACHMENT. U.N.O. /211 CEILING GYP BD W/ 56 NAIL5 INTO RIDGE BEAM d (1) lad x 1 1/2" NAIL5 INTO 2x12 RAFTERS. USE (8) 10d 4 (6)10d COOLER NAILS 7'O.C. OR EQUAL, RE5PECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10)10d k (5) 10d x 1 1/2" FOR 2x8 DIAPHRAGM AREA (4 BAY OR 8 RAFTER5. USE L5U26 W/ (6) 106 8 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x(o RAFTERS W/ SPAN5 LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 51MPSON LSTA12 STRAP 48" O.C. BEAM W/ (8) 10d NAIL5. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR (1) 5IMP5ON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. 40" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. GABLE Valley Set Attachment Detail DETAIL (TYP) a: FLAT OR CATHEDRAL S-3 SCALE: NTS 8" MASONRY WALL W/(1) 05 1/2" GYP BD REBAR CONT, IN d KNOCKOUT COURSE NOTE: GR055 BRACING KNEEWAI I INSTALL SIMP50N LU524 ALL BLOCKING TO BE 5TUD5 a MIN. MIN, EA. SIDE OF THE REPEATED 48 O.C. TYP, I6" O.G. TO PER NOtE0I5T5 GTYP. Masonry Gable End S-3 SCALE: NTS LA5HING ALL-AROUND 5ADDLE APA RATED SHEATHING. 5 NAILING ATTACH THE CEILING FRAMI SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH (4) 0.131 X 3-1/2' NAILS ROOF ELEMENT 5CHEDULE TABLE FOR TO EA. STUD ALL AROUND ATTACHMENTS PERIMETER. IF ABUTTING MA5ON'RY USE P.T. 5YP *2 2x4 DIAGONAL LEDGER AND ATTACH TO ATTACHED W/(4) 0.131 x M,45ON'RY W/ 1/4" DIA. X 3" APA RATED L 1'-0" 3 1/2" NAILS a TAPCON5 a 611 O.C. MAX. O.C. ALL -AROUND —TOP CHORD ENG. TRU55E5 a 24: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B Fire lace Chase Detail $-$ SCALE: NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. ENGINEERING M,4X APA RATED PRE-ENGINEERED SHEATHING. SEE TRU55E5 a 24" 4 NAILING 5CHEDULE O.G. TABLE FOR ATTACHMENT. U.N.O. 5EE DETAIL A DROPPED ON TH15 5HEET (TYP) X GABLE END FOR OUTRIGGER (1) 5IMP50N 2x4 BLOCKING 1/2"CEILING GYP BD W/ L5TA12 STRAP ATTACHED W/ (2) 56 COOLER NAIL5 7" 4811 O.C. 0.131 x 3 1/2" R.5. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 HETA 20 a 48" O.C. END, UNO. BAY OR 8 ft FROM MASONRY WALL) ATTACHED TO BOTTOM CHORD OF 1/211 GYP BD FLAT OR CATHEDRAL GABLE NOTE: CRO56 BRACING 4 8" MA50NRY WALL ALL BLOCKING TO BE W/(1) 15 REBAR CONT. IN KNOCKOUT COURSE REPEATED 48" O.C. TYP, Gable Section - For Gable Less Than '4'-0" High SCALE: NTS SHEATHING. SEE M4X INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT, U.N.O. (1) 51MP80N L5TA12 1/211 CEILING GYP BD W/ EACH END OF "L" --- 56 COOLER NAILS 7" O.G. BRACE OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY u1ALL) T .Frame Down CI 2x4, 2x6, OR 2x8 M q. O.C. SEE FLOOR $-3 SCALE: NTS PLAN FOR 51ZING OF PRE-ENGINEERED 5TUD5 TRU55E5 'a 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING a ALL (1) 51MP5ON H10A OR HT51(o SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CR055 BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48 O.C, TYP. S-3 SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRU55E5 SHALL HAVE DIAGONAL BRACE5. (A5 REQUIRED BY BC51) APA RATED SHEATHING SEE NAILING UNBRACED WALL HEIGHT 5YP 8'-0" 2x4 a 16" o.c. 2x4 a 16" Oz. 9'-0" 2x4 a 16" c.c. 9'-4" 2x6 a 16" c.c. 10'-0" 2x6 a 16" O.C. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE a 24" O.G. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-011 ---- 2X4 4'-0" TO 8'-0" -_ 2X6 8'-011 TO 12'-0" ---- 2X8 12'-0'' TO 15'-0" ---- 2XI0 151-011 T018'-0" ---- 2X12 NOTES : I. ALL CEILING FRAME TO BE AS PER TABLE 2, FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT, 3. WHEN INSTALLING 51MP5ON PRODUCT5 REFER TO 51MP50N'5 INSTRUCTIONS 4 SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X 5YP #2 AND SAME DEPTH AS RAFTERS (PT AT MASONRY CONTACT). NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS.` LUMBER DEPTHS LARGER THAN 2X6 MAY BE 5U55TITUTED FOR ANY 5TUD WORK AT 1611 OC MAX. 5PACING (02 5YP MINY' SCHEDULE TABLE FOR ATTACHMENT. U.N.o. N 142 mph MAX., Ex . C Enclosed, Exterior Frame Wall Table S-3 SCALE: NTS OMPRE5510N WEB SLOPING OR �0-6o VERTICAL WHEN TRU55 8 5TUD ARE ALIGNED SIMP50N TWI5T STRAP TYPE CONNECTOR ONTINUOUS PERMANENT LATERAL (HT5/MT6) MAY BE BRACE (CLB) NAILED TO TRUSS & STUD BELOW NO 5PH4 15 0,131 x 3" COMMON SEE TABLE FOR NAILING 4-0.131 x 16 o.c. 5CHEDULE SPLICE 3 1/2" COM, DOUBLE TOP 4-0.131 x 3" PLATE 3-0131 x 3" COMMON COMMON abe l� . DOUBLE STUD r EA. SIDE OF JOINT 0.131 x 4-0.131 x 3" 3 Ca 16" o c M. 5TUD5 � 16" o.c. COMMON � PT BOTt. r PLATE 2-0,131 x 3" r `° COMMON —' � �- � 2-0.131 x 3 1/2" COM, I2-0131 x 3 1/2" SEE TABLE BELOUJJ FOR LAPSPLICE TOP PLATE FA5TENER5 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 6 SPLICE ALL OTHER NAILING 3611 2-ROW6 0.131 x 3" 63"O/C 0.131x3"6Ell O/C TOP PLATE FASTENER 5CHEDULE (INTERIOR WALL) LAP5PLICE NAILING 6 5PLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" 1161, O/C 0.131 x 31' 6 8" O/C DOUBLE STUD CONDITION 5-0,131 x 3 1/2" 2-0.131 X 3 1/2" COM. DOUBLE TOP PLATE 0.131 x 3 1/2'' COM. 16" o.c. 3-0.131 x 3 � ,,,.--2-0.131 x 3 1/2'' COM. 1/2 "COM. 7 PT BOTT. PLATE 4 5TUD CORNER 5fNC-;LE 51Up CONDITION (1) 5IMP50N M6TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENTERS AT CORNER. MAY BE TOP PLATE OF APPLIED OVER SHEATHING. ----0.131 x 3" COMM. 6 16" ac. _ 4-16d COM. 2-Sd COM. 5IMP5ON 5PH4/6/8 UNLE55 NOTED OR 51MP5ON 2-2"x4" W/1/211 PLYWD. OTHERWISE, AT A 5DWC15600 FROM 5PACER NOTE: 2X4'5 MINIMUM ALL STUD TO TOP UNSP, MAY BE TURNED TO FRAMEED FRAME PLATE FLATWISE 50 NO CONNECTIONS SHALL SPACER 15 NEEDED. CONSIST OF (3) �16d COM. a 811 o.c. 0.131"X3-1/2" END CO x 3 all NAILS OR TOENAILS. COM. � 8" O.C. 4-16d COM. 10d COM. a 12" O.G. *A 51MP5CN M5TCM 60 INT. HEADER (NON-5EARING0 MAY BE 5U55TITUTED FOR 5IMP50N HTT4 W/ AN HTT4 WHERE LOCATION 5/8" DIA A.B,* ALIGNS WITH A FILLED CELL. P General Wood Attachment Details STUD CORNER 8-3 SCALE: NTS STRAPPING INFORMATION INTERIOR VOLUME AREA `�s� • .° (1) M5TA30 AT EVERY ©: PRE -ENGINEERS PRE -ENGINEERS OTHER STUD (32" O.C.;z WOOD ROOF WOOD ROOF FMAX.) FROM UPPER 5TUD = :LTO �u ; TRU55E5 TRU55E5 WRAP TLOWOP PLATE TOP ASE �0•s> INTERIOR NEEDED FOR FULL :• i `•. I.,-: VOLUME NAILING, IF STUDS ALIGN �i �% •' .. PLYWOOD TO EXTEND TO - � 6' M0 TOM O T WALL STUD ((roll AREA 5TRAP EACH FROM UPPER STUD SHALL ETO O.C. MAX.) EMBED STRAP TRU55 (SEE LOWER STUD. PLAN) At EACH TRU55 Extended Bottom Chord Attachment Details WHEN STUD IS NEEDED a TH15 STUD. NOTALIGNED ALIGNED DIAGONAL BRACE WITERMANENT NOTE: % AND/OR WHEN 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB "AT 2xro WALLS USE 5PH6 D ° TRUSS STRAP 15 GYP5UM BID TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY SHOULD BE REPEATED a 5PH4 CONNECTORS SHOWN. ° ° ° ° ATTACHED TO APPROXIMATELY 20' INTERVALS. AT 2x8 WALL5 USE 5PH6 5TUD USE (U CONNECTORS IN LIEU OF 5IMP50N 5PH4 Ix4 MIN. BRACING W/(3) 0.131 x 5PH4 CONNECTORS SHOWN. OR 5P2 3 1/2" NAIL5 a INTERSECTING FOR WALL5 LARGER THAN WE55 2x8, USE 5IMP50N 5PI'5 ON TYPICAL HIGA CONFIGURATION, DO NOT NAIL EACH SIDE OF 5TUD TO THROUGH OTHER STRAPPING/CONNECTORS. BOTTOM PLATE 4 SIMPSON o REFER TO CONNECTOR NOTES FOR FRAME TO CLB Diagonal Brace 20' Max Intervals Detail SP2'S ON EACH SIDE OF o° TRU55 CONNECTIONS. STUD To TOP PLATES; U.N.O. S-3 SCALE: NTS TRU55 LAYOUT Frame Wall Truss Connection Detail o STRAPPING REQUIRED S-3 SCALE: NTS NOTES: I. ADJACENT NAIL5 ARE DRIVEN FROM OPP061TE 51DE5 OF THE COLUMN 2. ALL NAIL5 PENETRATE a LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/411 DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE A5 SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG 5CREW5 OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION (2) 211x LAMINATIONS ATTACH w/ 0.131 x 3" R.5. NAIL 5TAGGERED a roll D.C. ALONG THE LENGTH OF THE COMPONENT (3) 2"'x LAMINATIONS ATTACH w/ l2) ROWS OF 0.131 x 3" R.S. NAIL5 a K�/_ II O.C, ALONG THE LENGTH OF THE COMPONENT; FOR COMPONENTS WIDER THAN 8" USE (3) ROW5. SCALE:NTS (4) 211x LAMINATIONS ATTACH w/ 51MP50N 5D525600 WOOD 5CREW5 STAGGERED a 611 O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS a 611 O.C.. . Nailing Schedule for Built -Up Columns & BEAMS NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR A1DD I T I ONAL PERMANENT BRACING THAT MY BE REQUIRED. 2 "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS 01/ER 6 LEAST cJ0% OF THE UJEB. F - r �-- TOP E BOTTOM CORD GABLE END. BRACING e Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIRST SCALE: NTS (4) ROWS OF TRUSSES SCALE: NTS CONTINUOUS 20'-0" 20'-0° SEE EXPANDEDBLOCKING BOTTOM CORD DIAGRAM BRACING 11 A MIN. CLB DIAGONAL — BRACE AS REQUIRED BY SCSI 0 Z LLt IL 9� 0 w w 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, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED 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 REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK a Z3 o 2 0 w I-ZOZ wpuail9w o�WE i=�oa CC Lu ZZN -o �0--- >7Uvw0 maz¢Fw OC N N M =Zzz �z u � "' 00 Fa2o zu1 0�t9 �m oz Z t7 Q=zI p OGC �oFo waHDZU � �a3o zwzz° w � u- ww tJ U W yV„U(JZ wl9wwj —.I 0 Z maZz wz?>a Q w�=0 =w w~ Q warm ~W WUj w _ �w x N a JM � � M (j In Ld M N p: ent/) W M -j 00 I-- a 0000 w N ZN �`t00 w o N U' zu-�Q Y W Z MO pCC u.r 5 00 a " W `zS a Ora > rrr��e o� ,•°••J'jljxLL �,,�c o cc : • .. . J�y° /✓1 fit. -�u DATE r�i3_P8-18 SCALE NO%EU DRAWN JOB - sheet content: Structural Details Sheet number: 53-142 �— DBL. 2 x 4 TOP PLATE 51MP5ON 5PH4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: 1. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. 51MP50N L5TA30 w/ 22 -10d NAILS S 24" C.Q.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING e 5EAM5 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3, ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL Up. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 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 50LE PLATE 51MP50N C516 OR SIMPSON M5T,436 a 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 #2 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 J015T (INSET) 2x4 FLATW15E VERT. 5LOCKIN6— AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 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 50LID W/ I - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE-GA5T GONG. SILL 4" NIGH CONC. BILK. 6" CMU PER ,45TM-G 90, 1900 1=51 MIN. W/ TYPE M OR 5 MORTAR PER ASTM-C 210. 5/0" CEMENTITIOU5 FINISH PER FBCR -103.12 M ELE\/ATION5 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PN8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 6PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRU55E5 624" O.C. MAX. 12 ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 6IMP60N 6PH4 e 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP, BOARD RETURN '---D5L.2x4 TOP PLATE SIMPSON 5PH4 e EACH STUD TO TOP PLATE WALL CONNECTION U/O WINDOW SEE ELEVATION PAGES FOR SOFFIT 8 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) UJ/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE SEE ELEVATION PAGES FOR ROOF COVERING & SHEATHING DETAIL M ELEVA' ENGINEERED ROOF TRU55E6 e24" O.C. MAX. SEE 12 I ELE / INSULATION BAFFLE -INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 -1/2" GYPSUM CEILING BOARD -HURRICANE ANCHOR 6 EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION -DBL. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PN8 f 16" O.C. EACH STUD (12) 10d NAILS EACH. -GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES WINDOW 51LL CAULK -a WINDOW WINDOW SILL CAULK 6 WINDOW —2 x 4 SILL 2 x 8 SILL INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR ENERGY CALC5 "N" ON SHEET 5-3 FOR SPACING, SPACING. 1/2" GYPSUM BOARD —1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" TsG GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES Q 24" O.G. INSTALL 1/2" DIA. x 8" "J" BOLTS 4 WASHERS W/ 5" IMBED s 2'-0" O.G. (MAX.) CENTERED ON WALL. USE DOUBLE KO BLOCK COUR5E5 WITH 51MP50N 5PN8 2-#5 BARS CONT. IN EACH. ,� 11111ft/���� (NOTE: FOR LOCATIONS WHERE THE ��� i' HORIZONTAL OPEN DISTANCE (UNBRACED %\ LENGTH OF MA50NRY WALL TOP) 15 LESS 2x8 PT 50LE PLATE ���,�J�;`'•• 2 THAN OR EQUAL TO 6 -6 AND DOUBLE '� 9 SIMPSON HETA20 os 32" O.G. IF COURSE SHOWN 15 NOT NOTED AT THE d:ro 2 " =V FLOOR PLAN, IT IS ACCEPTABLE TO USE `° ATTACHED TO RIMJ015T5. �24" O.C. Y z N MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-05 —1X P.T. FURRING HORIZ. ? v o TRU55ES BARS CONT. IN LIEU OF THE DOUBLE z k ; .•a COURSE SHOWN IN THIS DETAIL.) - �• • . � 1/2 CEILING GYP. BOARD SEE NOTE ON N5PECIFIC NOTATIONS ON FLOOR PLAN GARAGE APPLICATIONN SHALL. CONTROL. ��i��dd •.� P O``��`� �� IX P.T. FURRING NORM. S CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 P51) W/ 2 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" I x 6 P.T. CURTAIN NAILER 6 OPENING5 1 x 6 P.T. CURTAIN NAILER OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 01 SEE FLOOR PLAN FOR 5CHEIDULE 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP I x P.T. RUCK STRIP WINDOW SILL - CAULK 6 WINDOW ®11 i---1/2" GYPSUM BOARD 411 id I� SE FOUND. PLAN ,. da FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE-CA5T CONC. SILL 4" HIGH CONC, BLK. B" CMU PER A5TM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 MORTAR PER ASTM-C 210. --WINDOW SILL - CAULK a WINDOW 1/2" GYPSUM BOARD 4"GONG. SLAB, SEE FOUND. PLAN 5/8" CEMENTITIOUS FINISH PER FBCR 103.1.2 d 4� FOOTING SEE FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. p Typical Two Story wall Section Typical Two Story Wall Section S-4 SCALE: NTS s-a w/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, Li-C., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHAN6E5 TO THESE PLANS, REOARDLF-55 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 SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS 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 CONDITION5, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 4 C3 O i oWQ W ►-zOC) wLntnw W wwu.Q F-F-O¢a m w a 3:0zd Q. w ZZD 0 J ]E,z o� gz en 00 c~ �QOo z�;�ooca cc Q I G Z w 0 0 w wu�d22Z LL Cr f`a~0w ...1 woUj u=wo z�wQ�� CC LL 1z >UV ui LL'wD J Z w¢a— � O 4 M o rn (� Ln LU N Z rrm (A .4. am ; 00 Ln uj 1= 0 00 rn W N —C d. O W N u1 CC cV C7 Z L0Q Uw Z rr 0 D a W Uj 00 LL Q Fes- Q LU g IIi— V) �- a c 00 � 0 U) 0 IV . LU DATE m3-®8-18 SCALE NO%ELF DRAWN MKA-r)K JOB Sheet content: Structural Details 5heet number: 54 I .. _�I I P' _ If] 1 i llp 11 I I. 1'V NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING e 45" O/C 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL 12ND FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 8 BOTTOM CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 51MP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE STUD WITH 12-10d x 1 1/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2° COMMON TOE NAILS SIMP50N G516 OR M5T,436 STRAP FOR WALLS LARGER THAN NAILS. 32" O.C., EVERY OTHER 2x8, USE 51MP50N 5PI'5 ON EACH STUD EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON FOLLOW TABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE STUD TO TOP PLATES. U.N.O." SPACING 8 51ZE OF —F LOOK J015T-5EE FRAMING PLAN WALL STUDS. STUDS SHALL BE INSTALLED WEEP 5CREED INSTAILED PER MAX. 16" O.G., SEE MANUF. $IMP50N HETA2s� � 32" O.C. MAX. 2x4 S.Y.P.' RIBBON 2"X4" GR055 BRAGS 00 d EA. FLOOR 6 48" O/C FOR THE T TRUSS. 1ST 2'-0" OF END WALL C516 OR MSTA 36 W/ (4) 0.131X3 1/2" 0 EA. END 32"O.C. (36" LONG) a INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR J015T DECKING 2x12 5YP 02 WOOD 3-0.131 x 3 1/2" e EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR J015T WITH 5-16d TOENAILS. HETA20 a 32" O.C. ON THE 6 48" O/C FOR THE FIRST 2ND FLOOR FRAMING INSIDE FACE OF 2x12 6-0" OF END WALL FROM EA. END. (TYP) TOP SIMPSON C516 OR MSTA36 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS (A50VE/5ELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION I><I BLOCKING. J015t-SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET; OR ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" g ALT. Frame/Masonry Connection #1 FRAMING NOTES. IF TRU55ES ARE PARALLEL, PROVIDE S-5 SCALE: NTS NOTE: BLOCKING AT 24" O.G. AND ATTACH WITH (3) SHEATHING A5 ADD 2X4 BLOCKING 0.131"x3-1/2" TOENAILS DELINEATED M5t,43(o OR GSIrro OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE (MIN. STUD GRADE NOTE: 211X4" CROSS BRACE HET,420 WHICH 15 NOT SET. 5YP) "AT 2x6 WALLS USE 5PH(o a 48" O/C FOR THE ALIGNED W/ TRU55 VEERT. PROVIDE A MINIMUM 2 PLY END STUD AT CONNECTORS IN LIEU OF 1ST 2'-0" OF END WALL WEB U61NG 2-0.131" X 3 1/2" EACH END of 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" eEA. END T©EN4IL8 -a E4. END. SEGMENT AT 2x8 WALLS USE SPHS INTO 2"X4" BLOCKING INSTALL SIMPSON C516 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. GROSS STRAPS WITH (1) 011 0.131"x3-1/2" NAIL AT EAC FOR WALLS LARGER THAN FULL DEPTH PASSING STUD AND 2x8, USE 51MP50N 5P1'5 ON BLOCKING m SHEATHING EDGES 2x STUDS BLOCK, AT EACH END ITH 4 T EACH SIDE OF STUD TO BOTTOM PLATE SIMPSON w/ (3) 0.131"x3-1/2" 16" O.C. TOP AND BOTTOM TOENAILS EA. END PLATES/END STUDS. 5P2'5 ON EACH SIDE OF 2 0„ FLOOR = STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O. 0 CONSTRUCT WALL AS LOAD BEARI NG< DIAGONAL AND AT 45 51MP50N 5PH4 TO 2"x4" PANEL BLOCKING 48" O.C. FO J015T WITH UPLIFT REF. DEGREES OR LE55 IN RELATION To EA. STUD TOP d THE FIRST 2 -O OF END WALL FROM EA, (TYP) HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS, SIMPSON HTT4 OR 1/2" DIA NUT op EQUAL AT EACH END of SEGMENT z W/ MIN. 1.1/4" DIA x 1/9" * * WHEN CROSS BRACE ANGLE WASHER GREATER THAN 45' EXTEND PANEL 1/2" DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD 15 OVER A 1/2" DIA y /2'" DIA SPACING 8 51ZE OF ow VOID SPACE, INSTALL SOLID 2X ANCHOR SOLI COUPLING WALL STUDS. STUDS SHALL BE INSTALLED JOINT BYpGKING BELOW. A.B. EXTENSION DETAIL e MAX. 16" O.G. o COUPLER NUT INSTALL 5/8" THREADED ROD IN SIMPSON SET DIA.1/2" J-BOLTS OR WITH SIMPSON 2 "x4" CR055 BRACE 48" O.C. FOR EPDXY OR EQUAL SET EPDXY, 5 THE let 2'-0" OF END WALL W/ (2) 10dx3" WITH D MIN EMBEDMENT, AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 EMBEDMENT 24" :..y" 2X4 RIBBON w/ 3-16d EA, ENE) INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) SEE * WHEN GYPSUM WALLBOARD, bID COOLER ,. EA. TRU55. *�* WHEN ANGLE IS GREATER THAN 45°, DISTANCE 15 ('-MU WALL -SEE FLOOR TRU55ES NAILS AT 7O.C. OR 16 x 2X BOTTOM PLATE WITH l4) 1-1/4" SCREWS 6" O.C. CR055 BRACE e 48" O.C. FOR THE 15t 4'-0" OF END WALL, LESS THAN 2'-0" 6 THE FIRST BAY FLOOR PLAN FOR TYP. MORE INFO. NAILS AT EACH PASSING ALONG EDGES AND 12" O.C. TRU55 OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING IS OTHER THAN PARALLEL TRU55/RIM J015T GYPSUM, SEE NAILING AT 4" O.C. ALL NAILS TO BE SCHEDULE AT 0/62. 0.131"x3-1/2" MIN. TYPICAL. NOTE: SEE 'N'/5-3 FOR STUD INFORMATION SIMPSON A35 ANGLE REFER TO TYPICAL 2-5TOR W/ 12-8dX 1 1/2° WALL SECTION FOR NAILS EA, STUD TO INFORMATION NOT SHOWN TOP CHORD Cross Strapping Detail ALT. Frame/Masonry Connection #2 E Floor Truss Parallel To Br . Wall A 2X4 BEARING S-5 SCALE: NTS $-5 SCALE: NTS 8-5 SCALE: NTS WALL W/ STUDS a 16" O.G. 7/16 APA RATED WOOD SHEATHING ���Illlle SIMPSOEA STUD 5PH4 NOTE: "AT 2x6 WALLS USE 5PH6 NOTE, "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ``�� �• •'"•••••"•';��//�2s,,� CONNECTORS IN LIEU OF ENGINEERED ROOF ENGINEERED ROOF .°• v� . PRE-ENGINEERED PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. TRUSSES e24" D.C. 5PH4 CONNECTORS SHOWN, TRUSSES Q24" O.C. FLOOR J015T ROOF TRUSSES AT 2x8 WALLS USE 5PH8 AT 2x8 WALL5 USE 5PH8 CC z '° = *w CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF �.0 5PH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN % ® FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'S ON INSULATION PER ENERGY CALC5 2x8, USE 51MP50N 51PI'5 ON INSULATION PER ENERGY CALLS �r , ••.•• • . •�� o.~ wee '� ••••• • CEILING BOARD PER EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMPSON 1/2" GYPSUM CEILING BOARD EACH SIDE OF STUD TO BOTTOM PLATE d 511MP50N 1/2" GYPSUM CEILING BOARD ..� ARCH. PLANS 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR EACH TRU55 5P2'S ON EACH SIDE OF HURRICANE ANCHOR e EACH TRU55 ���111111 0� STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION HT5I6 W/ 16-10d 2X4 BLOCKING W/ EA. TRU55 TO 3-0.131 x 3 1/2" R.5. NOTE: "AT 2x6 WALLS USE 5PH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 2x4 SOLE PLATE PROVIDE l2) 16d 5PH4 EA. SCUD 2x4 50LE PLATE PROVIDE (2) 16d 5PH4 EA. STUD HANGER PER TRUSS PRE-ENGINEERED MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 COM a EACH TRU55 1/2" GYPSUM COM � EACH TRU55 1/2" GYPSUM CONNECTORS IN LIEU OF Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 51MP50N C516 W/ MIN l22) IOd COMMONS (12 MIN. EACH END) 3/4 TsG GLUED W/ CONSTR. ADHESIVE 6IMP50N C516 W/ MIN (22) 10d COMMONS ON5 (12 MIN. EACH END) 3/4 T8G GLUED W/ CONSTR. ADHESIVE "0" H S-5 SCALE: NTS 2x8, USE SIMPSON 5PI'5 ON EACH SIDE OF STUD TO 1105# MAX a 24" O.C. MAX OR a NAILED SEE SCHEDULE DETAIL "0„ ON SHEET 5-2 1105 MAX 6 24 O.C. MAX OR e NAILED SEE SCHEDULE DETAIL ON SHEET 5-2 BOTTOM PLATE 8 SIMPSON EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP 5P2'8 ON EACH SIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD EXTEND SHEATHING TO STUD TO TOP PLATES. FLOOR TRU55E5 e 24" O.G. FLOOR TRU55E5 e 24" O.G. 2nd FLOOR BOTTOM OF BEAM OR U.N.D." 2x4 #2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T (INSET) 2x4 *2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T (INSET) WALL GIRDER 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL W/ PROVIDE (3) 0.131 X 51MP50N MT516 STUDS 16" O.C. 3-1/2" TOE NAILS AT EACH FLOOR TRU55 7/16 APA RATED RE -ENGINEERED RE FLOOR TRU55 TO WALL BELOW 1/2'' GYPSUM CEILING BOARD W/ KN CK - 24" O.G. MAX. I/2" GYPSUM CEILING BOARD W/ KN CK - PRE -ENGINEERS SHEATHING FLOOR TRU55 FLOOR TRUSS DOUN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION 7/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS DBL. 2X TOP PLATE w/ SIMPSON 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON 5PH4 EA. END a 16" O.C. w/ (12) 10d NAILS EACH 6 16" O.C. w/ (12) 10d NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR J015T WITH 3-0.13I — 1/2" ANCHOR BOLT s 24" 1/2" ANCHOR BOLT 9 24" x 3 1/2" NAILS D.C. W/ NUT 4 2" SQUARE O.C. W/ NUT d 2" SQUARE SIMPSON C516 PT 2X 50T. PLATE w/ BY I/8" WA5HER5 PT 2X BOT. PLATE w/ BY 1/8" WASHERS LU/ MIN (22) 10d SIMPSON C616 EA, STUD To BASE OF 2X4 SIMPSON 5PH4 ,s EA. 51MP50N 5PH4 e EA. COMMONS (11 MIN. EACH ENp) RIBBON BELOW 5IMP50N HT616 6 EA. TRU55 STUD w/ (10) 10d NAILS EACH 4 GONG. SLAB. SEE STUD w/ (10) 106 NAILS EACH 4 CONC. SLAB. SEE ,..p . FOUND. PLAN FOUND, PLAN BEAM / GIRDER 51MPS0 14ETA20 REFER TO TYPICAL 2-5TORY WALL TYP. LOAD BEARING WALL 4 a' a . 2x BOT, PLATE PRE-ENGINEERED SECTION FOR INFORMATION NOT W/UPLIFT °° °� FOOTING SEE FOUNDATION °° FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRU55 CMU WALL SHOWN ..d PLAN FOR SIZES 4 MORE INFO. ° a. PLAN FOR SIZES k MORE INFO. NAILS a 6" O/C O Cantilevered Floor Truss Over Wall S-5 SCALE: NTS T ical Two StoryInterior BearingWall Section o T ical Two StoryInterior BearingShear Wall Section Second Floor Frame Connection Girder A S-5 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 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 CHANGE5 TO THESE PLANS, REGARDLESS 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 5HALL AUTOMATICALLY RENDER VORTEX EN6INEERIN6, L.L.C. HARMLESS 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 REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DEVIL. DK/PK 0 UJ 0 zN� cc W z0z Lu mLE =paa LL; a ?a ll 0I=- W �pgVv=j g } b rS � jF=d1=- W LLOZh Lu mo �lI-DD iOVQaWz Z: N P W 00 QaCUOQ z� Z t7 moOz NEE SiYaIx- zw 0 0 �' OWC W Loaw�©tea LL U -.i n 0�-o zw'-2WO Q ww3 V (9ZQF--. Lu LL V2u(7 z-'wiN VI Wkao -z Q uw,z Q =aa- aWWW Lu N c a O$ JM , H Z N M (-4d- M UJ H p 00 M w fV W H d' 0 3: Ln fV z LL n Q . UJI Z m 0 a W j (V Q LL W S cI') A.. 00a > 1° 0 U, 0 --u DATE 03-27-10 SCALE N07'EL DRAWN MK/PLK JOB - Sheet content: Structural Details Sheet number: 5� DRYWALL OVER FUf BLOCK Il. Il/lbxll/l6 COVE MC (0100) lx(o TRIM (WINDOW PER PLA EAD (WINDOW - �� PER PLAN) SILL SILL COMPOSITE WINDOW ---� e �- r r..r-=�� �r.''1 Ix(o TRIM -------`'— `fll 1 II BEAD BOARD PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL ELEVATION (WINDOW PER PLAN) LINE OF WALL WINDOW )ETAIL r �i w I/�" DOOR CA51NG (036(0) BELOW LINE OF WALL lx6 TRIM BELOW LINE OF TRIM _ (NICHE BELOW ---------- LINE OF CA51NG PER PLAN) _ BELOW --- ----- ---------- -----_---- DRYWALL FIN15H COMP051TE WINDOW PLAN SILL OVER FURRING BLOCK WALL ON COMPOSITE WINDOW DRYWALL FIN16H SILL OVER 2x WALL (SEE PLAN PLAN WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: P . P-0' PLAN SPECIFIC PER PLAN VALE: P i P-0' SHIM AS 1-4" TEMP. GL. ENCLOSURE SHIM A5 L-41 12EQ,D. 8" U. CORIAN REa'D. GAP INVERTED 2 1/4' INVERTED 2 I/4" I' DOOR CASING (0366) 1' DOOR CASING (0366) 2x STUDS (PER 2x STUDS (PER STD. 2x 5TUD5 (PER PLAN) STD. PLAN) ;�. STD. PLAN) BASE BASE Z" eS vAiNTY CABINET CABINET la' DRYWALL CABINET 112' DRYWALL 3 1/4' BASE BD. 3 I/4' BASE BD. '- (036(o) Ll(036(o) LLA QUARTER QUARTER 3 1/4' BASE BD. (036(b) ROUND ROUND CALI. TOP HIGH BAR TOP VANITY LOW WALL 8" W. CORIAN CAP TILE FIN15H - OVER WATER RESISTANT WALL BD. SHOWER SCALE: 1/2' - I'-0' SCALE: 1/2" : 1'-0" --- TEMP. GL. ENCLOSURE 1/2" DRYWALL 8" W. CORIAN BELOW CAP CAP TILE FINISH (PER Ir OVER WATER PLAN) '� RESISTANT RESISTANT I� �I WALL BD. '�-10' DRYWALL BATH i� �i SHOWER SHOWER 1/4' BASE BD. li �� SIDE ( 36(o) SECTION PLAN SHOWER LOW WALL 5CALE: 1/2' :1'-0' TILE TO LURAP IN WINDOW SCALE: 1/2' -- 1'-0" (WINDOW------_____� PER PLAN) COMPOSITE WINDOW —� SILL. SQUARED DETAIL ------- EDGES INVERTED 2 1/4' — DOOR CA51NG (036(o) DRYWALL FINISH ---- OVER FURRING ON BLOCK WALL ?IFY TOP (WINDOW PER PLAN LINE OF WALL —� SILL BELOW GT 1/2' OUT EIVE TILE) LINE OF CASING — BELOW COMP051TE WINDOW SILL SHOWER WINDOW 50ALE: 1/4'- 1'-0' SILL ELEVATION WINDOW )ETAIL i Ll\ I I..Y i 1/4' DOOR CASING (N36(o) DRYWALL FIN15H PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: I' • P-0' FLOORING / 5,45E 5OARD NOTE: WHEN TILE FLOOR 15 SELECTED ONL'' 5,45E 50ARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELEGTE:) 5,45E 50 ARD AND SHOE MOULD ARE I1\15TALLED. Ix JAMB (Bl-PA5e pRS. 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 FINISH OVER 2x WALL (SEE (BI-PA55 PLAN) PLAN PER PLAN) �- 2 1/4" DOOR GA61NG (0366) HELD OVER 1/2'. PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: P - P-0, MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER f LAP SLAB STEP AND C DRYWALL TRANSITION 3 1/4' BASE BD. �1�366) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' -- I'-0' NOTE: DRAWiNG�5 ON 11 "x1T" &HEFT WILL 5E ONE HALL THE &CALF NOTED 5 1/4" CROUN 3 (045) 5 1/4" CDOWN SCALE: I' - P-0' Ix6 ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL 31/4' RASE BD. ("366) 2x6 WALL 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN ' 1' ` "0' IXIO ROUNDOVER W/ ROUTER WHITE PINE I/2' DRYWALL 31/4' BASE BD. 1�366) 2x6 WALL 36" OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN scg: P - P-0' TRIM DETAILS c N� M 0 N n ION M LoIL J :- 0 0 CD � E N< N 'JOB NUMBER 22066' CAD FILE ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 it- "-'I DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • IDENVER. - EST. 1994 czz---- TRIM nnE TYPICAL MIM DETAILS LTD SFIEET..�� • LJ-8090-5 OAK- 5 1/4" LANDING TREAD RAILING LJ-1021 STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 LJ-4040� RAILING SHOWN) NEWEL POST�� Ix6 PAINTED BASE PLATE Mw 3 1/4" BASE w LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL -- LJ-4042 QUARTER TURN LJ-4040 NEWEL LJ-045 POST NEW L P05t NEWEL POST OPT. LIH-MG2KNUC44 _ WROUGHT IRON BALUSTERS LJ-1021 w�1x6 PAINTED BASE ROSETTE PLATE LJ-6010 1xl2 SKIRT 3 1/4" BASE RAILING _ BOARD AS APRON LJ-5015 WOOD BALUSTERS BASE (3 PER TREAD) CAP MOULD STANDARD - LJ-6014MR1 Ix12 SKIRL TREAD FOR CARPET BOARD (OPT. LJ-8010 SERIES TREAD SHOWN) LJ-8095 OAK - 1x8 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 P05T FASTENER GENERIC SWITCHBACK STAIR D ETAI L GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. 7k INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION A5 5 1/411 LANDING TREAD RAILING LJ-4042 NEWEL POST N.T.6. SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN N.T.5. STANDARD - 42" H. KNEEWALL (OPT. LJ-(o010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS II LJ-4040 � NEWEL Post�� LJ-4040 NEWEL POST SECTION I ��?� Ix6 PAINTED BASE CUT THRUI y, �.:3 \ BOARD SKIRT PLATE WALL `:`<<. `� 3 1/4" BASE LJ-6010 AS APRON ` RAILING LJ-1041/8 6-TURN - MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD TREAD FOR CARPET BALUSTERS _ (OPT. LJ-8010 SERIES (3 PER TREAD) 0 TREAD) LJ-8095 OAK _ 1x8 PAINTED LINEAL COVE RISER MOULDING 5146E - ---" LJ-W10MR1 PER TM LEVEL - OAK TREAD 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ-4042 BOARD NEWEL P05T 2 EA. - LJ-3015 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. 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 5ALU6TER 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" 16 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER 5TAR75 WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE 51DE 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. M05T JURISDICTIONS DO NOT REQUIRE HANDRAIL6 AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, 5CROLL5, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWEL6. 6. FINISHES - ALL OAK HAS CLEAR -COAT FINISH A$ 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. SII AK ���`���� `--- FULL Ht. WALL TREAD LJ-8010MR2 CARPET STARTS TREAD AT THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL P05T GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.5. Ix12 SKIRT SECTION I �� BOARD CuT THRU-^'\`��,�'� WALL .� LJ-6010 RAILING i LJ-1041/8 -- ----� CAP 5-TURN _ MOULD _ STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE -- - Ix8 PAINTED PER 7M LEVEL R15ER 3 1/4" OR 5 1/4" Ix12 5KIRT LJ-1040 / 1045 TURNOUT BOARD LJ-3009 - LJ-4010 NEWEL POST BRACKET LJ-5010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MRI OAK TREADS LJ-8095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BASE CAP MOULD 6TI4 VII\II V.A_I\N TYP. OPEN TREADS W/ PICKETS AT STAIRS D ETAI L NOT TO SCALE LJ-404 42" H. LJ-1021 NEWEL RAILING R05ETTE POST LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) NEWEL 2 WOOD TREAD POST 14 SKIRT BD. AC BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ W00D BALUSTERS AT STAIRS K,s. 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 POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL w w t� as nn N N � � � s Ln cv Li 4 LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.5. r 4 4 4 LJ-5015 LIH-HOL15ASK44 LIH-HOL25ASK44 LIH-HOLIKNUC44 LI14-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES �- LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.ts. 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 P06T LINE OF BA6KET5 t0 BE PARALLEL TO TOP RAIL / hA LIH-1401_25A%44 (DOUBLE BASKET) LIH-HOL18A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS. (3 PER TREAD - ALTERNATE BASKETS AND EQ. 5PACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: fR,4LU1 1 5 ON 11''xl-l" 5HEET LUILL 5E ONE HALF THE &CALL NOT E:) N.T.s. 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 P05T .� LINE OF -----'`" KNUCKLES TO Ile BE PARALLEL TO TOP RAIL LIH-HOL2KNUG44 (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.TS. I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 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 t0 TOP RAIL LIH-HOL50144 LI14-HOLPLA44 (SCROLL) (PLAIN) ✓i....vvl Sri i i F h h i "+h {.i�4-.nv f—I�v (3 PER TREAD - 1 - SCROLL ANp 2 - KNUCKLES AND EQ, 5PACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAI L STAIR DETAILS x ro r NW 0 N� I MM W �M~ c� sm mj Lm L a • C p � '5E N ,NM T *JOB NUMBER 24163.01• CAD FILE NAME M ISSUED 04-05-13 RENSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 DAVIS BEWS DESIGN GROVP 150 STATE STREET EASC OLC7SMMI,FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WVvWX)AV1SBEWS.00M TAMPA • L?ENNVER. -- - EST. 1994 P= ---- .�..�ILILIA�I STAIR • TITLE • TYPICAL STAIR DETAILS • • SHEET • SD.